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Jow... 1 TfC"hOOO"''''''''",,",",CC;-C''',"''' .... o3,.,Id ..... l PGRADF.D TEMPERATURE MATCIIED CU IU;\G BAKRI AROE LRAIIIM GAAt 'AR' AND CA BRERA. J .G' ABSTRACT A compulrr tonfrollcd "'mpe...... mncMd tuI',nl ,)SI=IO simuWe ".nn& of (onc. tlc ,n ;!; prcMnled TM 1)I!em hi., Clplb,hly 10 K(Ur. ! eI), (unlro! .mbiml "111111101 h)d" ' ion Itmpe,,'un: .neratth by. fu ll ), in.ubilcd COlIC'"'" 5pil:Clmt'" "110 It il capable of IImullli"llnyroolini , .. ... hico h m'ght 0«,,' on "iC Mid ... I\io;h on Ihkknns of ,_""t of (_ ... on ambto:nl ,.... penllun:.. humodi!)' end "'00 .'C'loc:n), 1_ ,,( and S '(' II!d lS ..... I", """piftd .. "h d':111 ,,( cnnerclt curnl t.t'moad,aba"c .-..ncj,""n. 1WI<l ttlet.' .,r .-lal '"l1 cooion,.{,_ c ..... c I> oa 1t!!.111 ot ... .,uh. of"'m>JIh IJOfOIoII> .1Id pmnabolot) 110t 0( .5-h /1ft prupnlonoi QM(mt cuted 111M d,lTcmo, tn...,"'_I " .1 .... I\'Khhl!hlcd .,.ow .Jj J-A ' . . . .s...,;,.u..., ..... J ... -..Ioo-,. •.il.- "-'..... :.. .) . .., ..... p..J...;...J .; ........ ,.u.. ..LoW <J,;- l.,.J ... L.'/1 J' W..I . j.;aJ J iJ"...1aoJ.,.. ....... , oJ...II ....... JJJ,r!yJ.) .... J-.sI JI.a...;.., I.A .Y- .... jo W ... ;- J __ ;..) .' lop H J.;aJ .-...,J -' J t ...."J- ...... "......... , dI.. .,k ·:.V -"-- "'-"':. J-"a.II .J...... ; ... - \., J' ........ '-"-..-I """"" ". ,; • __ .!U\ .S"( I >-:r;..nnk.'I1I tor (1\ II lonj;lfII.'\.·Tlrli!. lIf1nlllfll.'\.·n ngo I S I ST, • I >':l'IIrlnl>.:nI "r(Oi, II I nlllfll. .... "nil. Unl\\.-nll) lIr I.CI.-ds. UK
25

G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

Apr 11, 2020

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Page 1: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

Jow1oIScl(nc~ TfChOOOCC-C o3Id l PGRADFD TEMPERATURE MATCIIED CUIUG

SYSTE~I

BAKRI AROELRAIIIM GAAtAR AND CABRERA J G

ABSTRACT

A compulrr tonfrollcd mpe~ mncMd tuInl )SI=IO simuWe nnamp of(onc tlc n ttrucU~1 prcMnled TM 1)Iem hi Clplbhly 10 K(UreI) (unlro mbiml Icmpel1lllu~

111111101 h)d ion Itmpeun neratth by full) inubilcd COlIC 5pilClmt 110 It il capable of IImulllillnyroolini ~ hicoh mght0laquo on iC Mid Iioh dtpmd~ on Ihkknns of _t ~lemmll)pe of (_ on ambtonl penllun humodi) end 00 Clocn) 1_ ( ~Icr dfT~ com~nKlflIIWd ~Ot- and S ( IId lS I piftd h d111 ( cnnerclt curnl ~nJ ttmoadabac -ncjn 1WIltl ttlet r -lall1 cooion_ c c Igt d~at oa 1t111 ot uh ofmgtJIh IJOfOIoIIgt 1Id pmnabolot) 110t nn_~ 0( ~ 5-h 1ft prupnlonoiQM(mt cuted 111M dlTcmo tn_I 1 IKhhlhlcd

ow JjJ-A suJ ~ -Ioo- bullil-~raquo - )

pJJ u LoW

ltJ- lJ L1 J WI jaJ J ~ iJ1aoJ oJII

JJJryJ) ~JM J-sI JIa IA Y- jo W

-J __) lop H JaJ -J -J t J- dI k

middotV --- - J-aII J - J ---I bull __ ~l~middott U S( -- JoJ_J~JIgt~-

Igt-rnnkI1I tor (1 II lonjlfIImiddotTlrli (ull~ lIf1nlllfllmiddotn ngo I S I ST

bull IgtlIIrlnlgtnI r(Oi II I nlllfllnil Unl-nl l) lIr ICI-ds UK

Joumfll ofSc~nn a TechlH)lolY

ITAObtCTlO~

BlaquouII ) 1(1 ocal and 1Mo1Ds_1 pfttOOMt U ~ 10 Ihmnal dfeca t _h ~1Tlaquob f cwefull) ~ prnd~ quanltlllW dncnphon Qf 1M phmoNocna iOJIIrtCK bull J _AI y~cAh alablt in 1lOA tn- c( SCot TItHe s)SlCm~

lTKuurc iher hnl or ntlc ofMil -o-ion (to both Thcx lIQiurmenl y~ 1 bftoII 10 I) applltd 10 AlQrttlor moft

full) uti) 8 bdI~ioor uf ((fK~I~r) her by mO[()OIi Ihe Ittnp( tII nl~toII IIh 1 n- f an i~il COt~C1 lirUCIUrc ol1d b

)laquo1 OOtKgtCle SJIlaquoriItI) tlh IlIt NOIIC m prooprt1 I~ an

bullbull habllo CIonIIi cond1OtI IA lhe lablnt) (I1JJ TlM ImIptrah1fC roM due 10 the hdnttion ratehon s bull fnctoon of bal beIlaquoA ~ JtMntiN durioJ III chemrul ~JoCttoll and the he loss from lhe oonc~tc od I depends Oil lhe type c( CCtftCfIt bull lIlIU~ of mrli ~tts m proportionbullmblClll and pix tempeflllrc Slruol~ son ~pt and tloc Iype of foo sulllon FCI the _I flIn of Old 1ot11d (CIMftI (0fC) Bott I~ I obsot_ thM ~ of toUtl helM 15 lflIcd bel I 10 J cbraquo) flCO 111 11 tlt 1So III 7 dtt)S Ind 10 90 ~ of loW Iwltt 11 6

mullths Otnd FO(5 I dctbullbull lNa lechqllC fltJot ~Iwn Iidth~ Itmpcnlurc nK of rontIIIC mamplo~(61 prncAlnl _Ihod of AoaKhlI nSIlII 1C1T1~ bc-Niour of conc~c on umrlCo of Ih ~on~IC Ihrrcby inlroduclns Itm~urc Idled currnll ltohntquc 1M tmlpcntln nw dttlll for dITCUIt waion IhdncnC1lnd dffrmll t~pcs

of r(llTllltl1ri ~ prncntcd ~ Hrrrsol7) 11w rnlaquodcd pi ItmptDIII~ II bull nwnltc of tin ltot lr shcwo~hal on n bull ttot placing lenperatu~ is 5C allow lhe 11 d1) Imptflllu~ am iIli d T0110czL (2) d Itarri5Oll( II 50tIJtht 10 dcnIon~C Ielthmqll( nd bcntfll of dItttt obutowd from IIgtlt proo~ 11 f(JNCmact fIoIII il~h or oncrcw 1fI$m

Adoat ealontnctcr MC ~ dceloped II) nun) tHnrcMn (~9 1~) bullM) drra- frontctothw_of pr _dqrtt of IMUlMoon and _thod of Mal ippl~ TM )tt~ U5Cd 11 Ihos itl~csltpIlO il u-ded modfl~ Cf)1OII of 1M ~~I xeloped b)

vetM aAd TolkK~o (11 1 he nco ~ICm PfO odes 10 110 fltlor benft hIIfC _torm~ conrol nd dttuo ItCqitllolll Aloo II _Iudes raClhly of IOIItIOIltnl (OOhnll 1~ ofOIIU~e specI

2001 l(1)2002

JcMNI of omc~ IlaquohoooIotD- ~ J ~I-J

ADIA8ATlCCURI~G

Cono_ bull poot CoMooc_ of hul JO 11) I rIk or 1 ncrion IOUOIImIlOC IUCI_ blaquowown _ ormem cancl(~ _1_ ~ WI lhlll talc lf huI lou flOlll eell TlIis _In lid 11IC1f_ of IMII k~UIf Hownlaquo h) ion PfOIIn- taM af II pMfIllUII declf~ and f1I1 briowhaf lots Thnl 1M ~ 5tC_ bciln I() coot toeonllacr nc Inlcrgtolll Itmporlllulf ~~~Ior af COflCIfte _1I0Il d IlIcrcrorc tkpmtknl on hHI fKIOfJ ~ ~(~nn ~ ~ and Mkgtogt ch_laquonMOCI otl~ URCtIt d I~ -rIlndnl en bull --om bull He~ amefJIoo is IOICOIsulfd u~nG P~ of bull clonmttoer Tllil i uWnI 11) bull Iflllthon ~ssd urmunckd bv an en-lRlltnxntll OOOIIrocr (Iounxlal IIf dldnl broMi InlO dIoac ~If Mat 11m to CII III ~Iuorntr nIjm~ and LM IT 1_ IfIClIOll -egt~1 11 _tMd I conlr)llcd ICIlIptfllUIT Ibe rul dan is Iffarcd lID bullbull

adUlt If conlroliood toempnltUIf cootIoIIfIl_ I stcond c1aos is JiCd MJIltomnaI CondlOClkgtll nlo_~ fall 10 1M Ian c1_ iomt IkItrI ~ 10 -nIlI1II 1M IfI(IOOt ~I I

JWOII~ or tenor COttrOIlN It ayenltlallft protilor The ICmptlll ~1f mKMd cvr ltlppllatvl h I) 10 nlalRhe onrntnlll ttmprfI(UIf of c ttc In( eubn ttl ImIpnlluro of bull

laquoO(1fIe ro i r-amplc- or ~ch ulonmtun( I)) 1M S) len doibN In 1M ( II 111M J(uioll (of~) ~ he pr 1IIlpk of he UIorIlIllt1cr dditWd ltIS IdlbIt~

lIJGRAUFO TDIPERATlR[ 11T(II[1I (URING SViTpoundt nRI~(TfS 1M JlCllCRI laOUI (I W ~yr ~J Uill~ i) lt( 1-11 II r~ I nus 1$

($gt0lt1)) thum bullwnts dcs~ fltmOC( I~ TIIIrft tanls rIC_taI t bull IWI ot Inulant ~ plpn 1Itch HoD tilt eonmuos chlo(dloop W(ul _otrba_Iw u Iftd dw 0 (1 IDJ 1M ClO-amp n_1 umber 2 _ nan mtIdt froa dotoNor ~iIt hf8lt -_mit I_f hdbullbullea ht ~ndvhod In niOllatllll la)er of 50 _ poIywnhaooc r shyIM -= of Ulh taN _iJlpltntn 76 milt X SO III bn bIn~ to all) 1lof Ilaquonntl bc-tltll ClIlfd In tanll ltJhlllised umlplnt 1tal sbnu In Id lankl for k-I dlbutioo nd 1M) to pl1)(CC1 1M ut-flblf 111 frunt ICCitkntr d_lIIltIlr Hnl1t18 Uiltl cIt from 10 I hoImiddotdllpN plnta HI

Vol 1 II) 2002 2002(1)1

---JOIaOil or Scmcc ampI T ednolog 1 J w ~ inwlation bting prm oded by glng50 mm tlltpIded pll~rme ~heelS 0010 1M nuutdo rfce Ib I lgtcaHtlam epv~) pIe [panded polslyTCne SMtU SO mm mMl tOlfred In poI~lhec Ie used as nwllunl hob 011 II tmks Ier is mtultcltJ and 1M ~~~m ~ lhr~ pIII To orhem PP wler from lhe bnlR an~ om I~ numMrS l and o~ M a (ne TM wiler then muns unltk liVII) no from In~ J I tank number 2 back nlo Ibe heaung tank Pump I~Sstso rcwmH altr 10 Iht healn taok The lIetns ~ is also COllneclN 10 i duller IInt Iuthf reqUIred bull bull 1I0wS lhe mu 10 be prr~oolcd 10 ~ starling Icrnperare btkm Imbi~m Iu olalch Ihe slaniolt Iperlure r r hl) lIli cd ~Ollcnl

TH ERMOCOUlLE COogtTRUCfIO AlIO CAUIlRATlOllS T)p T ~rmoxoupl~ ICOJlPCrCO~In) I~ Il$ltd (or tempcrawrr ronlrol l1w lqIIirrd Ifttglh ltgtf IIIe Ihcrnooooopte Itc CIII d Ille PVC 1051 IlIffOIIIldln lho ltnppc d MUla tc cd 10 bull ftnjllh Qf 60 mm frum me cnd In ClKWd Ires re hen Ied amphll) II Ihm lip nd Stldc~d lIng bull gtjXclal ~Plt T Idcj~ lfe Wlltn bull sallsfacI~ bead (dotl J fd II al d cd Ih emeJ piper 10 r~Olte ~ Impullte~

The sulik mrsu~ jll~l of the thenll(ICpk Insned III a open ended 51iloss $1laquo1 IlIbe unlil JI 11 lgtecOOIC pocd bgt approximaltl 6OmIlI lh~ cpogted end (~O mm I the 0lt rcd ilh a Ihic~ cInlj of 0 (nrin~ J~O beal 1I1~ laquonp(~d (Thi mrld ery $ensii In Icmpe m~~lq Ih ~mhl II [llllkd beck inlo lhe wbc kut 1 al 1[ I~ Imm ~[ ltlid llhmiddot h IUM Thi5 cod r Ihclbc Ih leJ h Ikl 111 gtad de 10 Ilennocrupln cunljm~IIgtn r ad laquod~ nfI Mer l1w 01110 l11d ltII he lUbe as Ink-d lh middotaldc and tUcrN th bull hUI vnnl to ti c a htlet prgt~(gtn 2nd IrC~lh dnnllg he bandltng pruceu

Clibrahon Q( btrntgtuupb ~ n~nyen he Ulr lIlt1np bull dal prec 601 dlg1 hm II 111 III I ~ IIh a or~l le1llptr2Wrc or 0 middotC In hO ( I h~ mltnn JIIIgtltW ltIf

nnocClUple 1 subj~ltd gtlIllle 111111 mn~c ICi r ltltshying TfChnc IB401 IKimiddotlllod ( alibmtlt1r Ih emf thiltt 1 plusmn OOS or lh reference Jn1011 ~ p)lccd In ~ 1nllt~d ih Icmperalllr~ $ m rcd n) a cItal~d Ihenmclcr I~h 1~ld

0013(1)2002

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~uralf- lempratule read In middotnrmxouplo nn

Jaurnal afScltnce amp TecnnalullY

gmfyinll g~ for

output value ithin plusmn I )IV as IlaquoOO1mend~ by Hrlllsh StandacI (14) Pan 5 e~ cnaen fa u~ in the Tem~ue ~blh~ Curi1 lt)~tem

CONTRO fAIYSIS A1D DATA ACQUISITOo The PJif1d~ S)liItm consists ahhe foliolng oornpoMnw I IBf miCro-wmputff 2 Thermocouplend onalol input (pc 73) nd alitpul(PC 24) otcrces 3 Proportional fIOer conlrolle (ISM ~ornp(lIer) d lX) Immeran

~atcfl

This upllfllcled curms lank cantrol system pcrform the folloy Ing operations I Itcll ing Mer in unng t~nks so as to folio till tempomhne

aftollcretc 2 AlIOtomnt ic moniturill8 ofCtnCrCle and ~Ier t~mltlItu

IBM MIC RQ-COMPLTFR J1K IB1 mictIHomptuer is used for cent~1 control nMysibullbullnd da acqulSitlOl1 1be computff performtM fotrawmg acTIons I Transfers dall beteen analog inpur ald output d~ 2 Clculles lemper~ture difTererne beIn onrtle and iler and

then 3 nds iSnal to heaters to equali temperatures 4 Acgt sends I pngtpDnian1 power controller to activate Imlllersron

heaten to adjust temperatur~ cnMr by Belialillg 12 or all h3 IltW 5 immersions heaten 4 Stons all d311 on files or tnlnsf~1$ data to ponter S The oulput data file can be easily transferred oather software for

funher anftlys and presentltion

SOtT WAKE Aliraquo C01lTROL U1rr IoCak soll~ rulultH spreadsheet IS u~ in th~ In-elIgIItiOlllO read Infonnl1l0n from analog input BOO output boords inlO ells in spaIIdsltctt This mfonnaliOl is used sld IIpltbteltll regular ntemiddotal to caiclilate ~d process hpmemal reult~ Fgure 2 Jho$ dlaerammll icall the operatIon of Illeak and the geMral

Jayoul conlrol Unil

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TErtP(RATtRE MONITORI NG loClIk ~ WIS insllled a 10 M pr1rt The e_ lIIOIIIon emf 11$ from _0 IIltfIfl(IOollplu II CccIY1( (()IIllol cube alld SI~ thmliIWUplc plactd aI drTemM W IIOIII on he CUf Ulnk uh value bull PKflJ ~IMC cell HI Iho spread lhca Tho emf 11 an CDnMd r -kif ltvI 10 dll IoIpwol by -Ioi 10 du oonH1cr (PC 1)) baud hid is bIoIed idu r PltUIIf3mmc thao conru 11 ff lbamoltoupIci (12 boll) 101M rtllaquo IC 1~IIJICf1Ihcs in dcK~ C SIII bull pol)nomlll lauullOI1 kdIoItICgt (511 OnIor) I d cold JUncIKH compmslhon Id II bull liohd ~t 14 ~_(lM H middot loltr(1 1 be PIIIMlI_ IbN ~D bullbull lCO WIllC oI~ bullbull~ oontrul cub lcmpalllUft Jlnco CONJIl_ we poublc-I C00bullbull101 laquoonordC kmperlhw II _cr an Ik IrmpnM br CQllltoI coaclU Icmperal IS oqual to tln~ ICmpcrllurc cr COl1lrol eoc~ 1tmperUUr1 IS 1IIItt nl kmpem In QJC (I proportl(M PI ~1er(CampvlI_ dlTcftnce In ImIpcralA btt_ tank amd a)IIiroI cube Ind_ iItOCIIIdilllly on

oj J (1)2001 26 2002(1))

Journ1 OSaClKf II T echnolog) J If~ -

the qwntll) or fnffl) nlaquodfdO rtmiUolt I twolllltfd Mill eonlilllOn Th~

os IKhlCVro by eOllroll ins optr1lOft MInll unls flO) lW htaltn I eh can bt opcr1Itci md MlulI or In COIlJ1IC11I)n In eun (bl IIId (el Compultf leU loS I f9OiltMIal Pltgtri 0lfItngt11tr 10 111m II S)_ off tIn1 he +=ed 10 bd Wheu n uku~ Ihtol klllI fCqlllrCd to rnltllaquo~ 1raquo1 pn-dohlaquo wotdt I I ~ bot lt~gtC 10 dluJ 10 -OJ (onltcrwr lid ~Mt ~I) (DA bottrd PC ~~ hh locaced n1Ck MC(JmpUI- eh eUlIOIIn~ h(~ItT$

The 5i1 ~n ~~saI ~lte~ S _Isbullud dlot kgtd on Iegt dlol~

file tH1) IS inuClforrut~rt1rlClt Ihlldlolnhtl s(emd o man application for funher MIII)igt IM proeHl 15dogt-n Ii flo dllvnm shooon n Fip~ 4 In an ttoIfII 10 cool ipKIMM 1( btl rcKlwd the pnl 10 cmpn IIIIUIatN (ooh c t u IIKd (middot It ~ t1Ilt IS produced t1oCd on ral diu oIluontd _inS _1 l hn~

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CO~P C CGCT~~R~CSOmiddotsv CiST~C ---------------TIle ltubo1 ~ filled i1I rOlgtC~ d compaced n la)cn gOt lnIing IiJble In Iht ~ o(WIIC~ h hip wmiddot 10 (OPe 06Smd OPe 1FA t 00 SSI I~ _ibntxm ime ~ltf) shon 0 0lIl Kln Ancr he USI 1lt1 middotbAll the 5plaquoi c iltnwlfl SIIdIod mo~

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ICgtIlIling ft J 0 ~N loltC omplyin~ 10 BS 13K I p~ 116 (I 61 Th r II of h ehe COIIfIngtiH won~lh for ho 0 mbullbull arc plllllc-d n ~i~urlt II 0 14 he h Ih~ o(511 IInJ 1 C for ltnmporibull ur 100 lIclt reI COIIIPltee II~h crO Ih c io dc 110 h drrnlaquo n th bt~ h~ 0 45 IIId 0 Cfill ltn i ~a r han bel ( ~ IIId 0 M odlte II SCIIDe nbotgt n rbullbulluIU he cublt eompll5Si~ glh hltted a nuural tunlll TYP I) no clIlld h Idt BI 1gtlt Ia lIydrulOlll(rnpmtlJt( (Tyl B) II a~ round tIIMhe Ipplicalioo oflle natural cooh aile he iniIIIIUIIlIg l de tislll~ rtall~~I ht~ uhimale ~h ror M mXf$ eOnllmng OPC 111 dtTftim iC milO Hmiddot fur he OP(IP~ concml the ~n1h

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1hnqll (11) I he I uf h lanl middotu pofgtiy ~r( preJfntrd in Figlln I~ h IR Clllmiu of h Ull Intli~leS tllat I1Ice~lng lhe il~ 11lt1 III JII nrnn prodlaquo I fili imiddot langer ltfilly Id result in a Jgtfca~T Cgrl-C h~d~ion 11 c~III~ al50 Io 11 lh ~I ~~ inl a he rc~ t ~nrn t Ih U I he -mp-raUrt matched ltunnl Tyl A and I ~ IC 1 I Ih Ih ltImp ltunod at I~~ h)drairgtn empnalwr(Ty I 11 lied ill d~ lIi~ 1ltlIa ~aLUUm plIfU1oIl hanhose ubjecln1 ltunnll I - ~1IUIt1 fOfOSl I do IlOl cllilnl sinficamly ali 1 oJ Ilf he 11( III ~itll~ ib hi middotc 0_ Ileno for I alt m t JI( 11 1( JIt middot~i 0 dr~ase II~JKe thi~ IiI1 e hlil IIII~~ cri~ cp~ when I PI iii pial rc110 I r) It ~kar fnllll III~ rII M ml~ UNIFA c~kbhed lacIjlOfOlity nrly ill l IInoJ1I hi~r 1ltnrcrllu corrW III Iru~ curcd a 5 and

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OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

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REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 2: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

Joumfll ofSc~nn a TechlH)lolY

ITAObtCTlO~

BlaquouII ) 1(1 ocal and 1Mo1Ds_1 pfttOOMt U ~ 10 Ihmnal dfeca t _h ~1Tlaquob f cwefull) ~ prnd~ quanltlllW dncnphon Qf 1M phmoNocna iOJIIrtCK bull J _AI y~cAh alablt in 1lOA tn- c( SCot TItHe s)SlCm~

lTKuurc iher hnl or ntlc ofMil -o-ion (to both Thcx lIQiurmenl y~ 1 bftoII 10 I) applltd 10 AlQrttlor moft

full) uti) 8 bdI~ioor uf ((fK~I~r) her by mO[()OIi Ihe Ittnp( tII nl~toII IIh 1 n- f an i~il COt~C1 lirUCIUrc ol1d b

)laquo1 OOtKgtCle SJIlaquoriItI) tlh IlIt NOIIC m prooprt1 I~ an

bullbull habllo CIonIIi cond1OtI IA lhe lablnt) (I1JJ TlM ImIptrah1fC roM due 10 the hdnttion ratehon s bull fnctoon of bal beIlaquoA ~ JtMntiN durioJ III chemrul ~JoCttoll and the he loss from lhe oonc~tc od I depends Oil lhe type c( CCtftCfIt bull lIlIU~ of mrli ~tts m proportionbullmblClll and pix tempeflllrc Slruol~ son ~pt and tloc Iype of foo sulllon FCI the _I flIn of Old 1ot11d (CIMftI (0fC) Bott I~ I obsot_ thM ~ of toUtl helM 15 lflIcd bel I 10 J cbraquo) flCO 111 11 tlt 1So III 7 dtt)S Ind 10 90 ~ of loW Iwltt 11 6

mullths Otnd FO(5 I dctbullbull lNa lechqllC fltJot ~Iwn Iidth~ Itmpcnlurc nK of rontIIIC mamplo~(61 prncAlnl _Ihod of AoaKhlI nSIlII 1C1T1~ bc-Niour of conc~c on umrlCo of Ih ~on~IC Ihrrcby inlroduclns Itm~urc Idled currnll ltohntquc 1M tmlpcntln nw dttlll for dITCUIt waion IhdncnC1lnd dffrmll t~pcs

of r(llTllltl1ri ~ prncntcd ~ Hrrrsol7) 11w rnlaquodcd pi ItmptDIII~ II bull nwnltc of tin ltot lr shcwo~hal on n bull ttot placing lenperatu~ is 5C allow lhe 11 d1) Imptflllu~ am iIli d T0110czL (2) d Itarri5Oll( II 50tIJtht 10 dcnIon~C Ielthmqll( nd bcntfll of dItttt obutowd from IIgtlt proo~ 11 f(JNCmact fIoIII il~h or oncrcw 1fI$m

Adoat ealontnctcr MC ~ dceloped II) nun) tHnrcMn (~9 1~) bullM) drra- frontctothw_of pr _dqrtt of IMUlMoon and _thod of Mal ippl~ TM )tt~ U5Cd 11 Ihos itl~csltpIlO il u-ded modfl~ Cf)1OII of 1M ~~I xeloped b)

vetM aAd TolkK~o (11 1 he nco ~ICm PfO odes 10 110 fltlor benft hIIfC _torm~ conrol nd dttuo ItCqitllolll Aloo II _Iudes raClhly of IOIItIOIltnl (OOhnll 1~ ofOIIU~e specI

2001 l(1)2002

JcMNI of omc~ IlaquohoooIotD- ~ J ~I-J

ADIA8ATlCCURI~G

Cono_ bull poot CoMooc_ of hul JO 11) I rIk or 1 ncrion IOUOIImIlOC IUCI_ blaquowown _ ormem cancl(~ _1_ ~ WI lhlll talc lf huI lou flOlll eell TlIis _In lid 11IC1f_ of IMII k~UIf Hownlaquo h) ion PfOIIn- taM af II pMfIllUII declf~ and f1I1 briowhaf lots Thnl 1M ~ 5tC_ bciln I() coot toeonllacr nc Inlcrgtolll Itmporlllulf ~~~Ior af COflCIfte _1I0Il d IlIcrcrorc tkpmtknl on hHI fKIOfJ ~ ~(~nn ~ ~ and Mkgtogt ch_laquonMOCI otl~ URCtIt d I~ -rIlndnl en bull --om bull He~ amefJIoo is IOICOIsulfd u~nG P~ of bull clonmttoer Tllil i uWnI 11) bull Iflllthon ~ssd urmunckd bv an en-lRlltnxntll OOOIIrocr (Iounxlal IIf dldnl broMi InlO dIoac ~If Mat 11m to CII III ~Iuorntr nIjm~ and LM IT 1_ IfIClIOll -egt~1 11 _tMd I conlr)llcd ICIlIptfllUIT Ibe rul dan is Iffarcd lID bullbull

adUlt If conlroliood toempnltUIf cootIoIIfIl_ I stcond c1aos is JiCd MJIltomnaI CondlOClkgtll nlo_~ fall 10 1M Ian c1_ iomt IkItrI ~ 10 -nIlI1II 1M IfI(IOOt ~I I

JWOII~ or tenor COttrOIlN It ayenltlallft protilor The ICmptlll ~1f mKMd cvr ltlppllatvl h I) 10 nlalRhe onrntnlll ttmprfI(UIf of c ttc In( eubn ttl ImIpnlluro of bull

laquoO(1fIe ro i r-amplc- or ~ch ulonmtun( I)) 1M S) len doibN In 1M ( II 111M J(uioll (of~) ~ he pr 1IIlpk of he UIorIlIllt1cr dditWd ltIS IdlbIt~

lIJGRAUFO TDIPERATlR[ 11T(II[1I (URING SViTpoundt nRI~(TfS 1M JlCllCRI laOUI (I W ~yr ~J Uill~ i) lt( 1-11 II r~ I nus 1$

($gt0lt1)) thum bullwnts dcs~ fltmOC( I~ TIIIrft tanls rIC_taI t bull IWI ot Inulant ~ plpn 1Itch HoD tilt eonmuos chlo(dloop W(ul _otrba_Iw u Iftd dw 0 (1 IDJ 1M ClO-amp n_1 umber 2 _ nan mtIdt froa dotoNor ~iIt hf8lt -_mit I_f hdbullbullea ht ~ndvhod In niOllatllll la)er of 50 _ poIywnhaooc r shyIM -= of Ulh taN _iJlpltntn 76 milt X SO III bn bIn~ to all) 1lof Ilaquonntl bc-tltll ClIlfd In tanll ltJhlllised umlplnt 1tal sbnu In Id lankl for k-I dlbutioo nd 1M) to pl1)(CC1 1M ut-flblf 111 frunt ICCitkntr d_lIIltIlr Hnl1t18 Uiltl cIt from 10 I hoImiddotdllpN plnta HI

Vol 1 II) 2002 2002(1)1

---JOIaOil or Scmcc ampI T ednolog 1 J w ~ inwlation bting prm oded by glng50 mm tlltpIded pll~rme ~heelS 0010 1M nuutdo rfce Ib I lgtcaHtlam epv~) pIe [panded polslyTCne SMtU SO mm mMl tOlfred In poI~lhec Ie used as nwllunl hob 011 II tmks Ier is mtultcltJ and 1M ~~~m ~ lhr~ pIII To orhem PP wler from lhe bnlR an~ om I~ numMrS l and o~ M a (ne TM wiler then muns unltk liVII) no from In~ J I tank number 2 back nlo Ibe heaung tank Pump I~Sstso rcwmH altr 10 Iht healn taok The lIetns ~ is also COllneclN 10 i duller IInt Iuthf reqUIred bull bull 1I0wS lhe mu 10 be prr~oolcd 10 ~ starling Icrnperare btkm Imbi~m Iu olalch Ihe slaniolt Iperlure r r hl) lIli cd ~Ollcnl

TH ERMOCOUlLE COogtTRUCfIO AlIO CAUIlRATlOllS T)p T ~rmoxoupl~ ICOJlPCrCO~In) I~ Il$ltd (or tempcrawrr ronlrol l1w lqIIirrd Ifttglh ltgtf IIIe Ihcrnooooopte Itc CIII d Ille PVC 1051 IlIffOIIIldln lho ltnppc d MUla tc cd 10 bull ftnjllh Qf 60 mm frum me cnd In ClKWd Ires re hen Ied amphll) II Ihm lip nd Stldc~d lIng bull gtjXclal ~Plt T Idcj~ lfe Wlltn bull sallsfacI~ bead (dotl J fd II al d cd Ih emeJ piper 10 r~Olte ~ Impullte~

The sulik mrsu~ jll~l of the thenll(ICpk Insned III a open ended 51iloss $1laquo1 IlIbe unlil JI 11 lgtecOOIC pocd bgt approximaltl 6OmIlI lh~ cpogted end (~O mm I the 0lt rcd ilh a Ihic~ cInlj of 0 (nrin~ J~O beal 1I1~ laquonp(~d (Thi mrld ery $ensii In Icmpe m~~lq Ih ~mhl II [llllkd beck inlo lhe wbc kut 1 al 1[ I~ Imm ~[ ltlid llhmiddot h IUM Thi5 cod r Ihclbc Ih leJ h Ikl 111 gtad de 10 Ilennocrupln cunljm~IIgtn r ad laquod~ nfI Mer l1w 01110 l11d ltII he lUbe as Ink-d lh middotaldc and tUcrN th bull hUI vnnl to ti c a htlet prgt~(gtn 2nd IrC~lh dnnllg he bandltng pruceu

Clibrahon Q( btrntgtuupb ~ n~nyen he Ulr lIlt1np bull dal prec 601 dlg1 hm II 111 III I ~ IIh a or~l le1llptr2Wrc or 0 middotC In hO ( I h~ mltnn JIIIgtltW ltIf

nnocClUple 1 subj~ltd gtlIllle 111111 mn~c ICi r ltltshying TfChnc IB401 IKimiddotlllod ( alibmtlt1r Ih emf thiltt 1 plusmn OOS or lh reference Jn1011 ~ p)lccd In ~ 1nllt~d ih Icmperalllr~ $ m rcd n) a cItal~d Ihenmclcr I~h 1~ld

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output value ithin plusmn I )IV as IlaquoOO1mend~ by Hrlllsh StandacI (14) Pan 5 e~ cnaen fa u~ in the Tem~ue ~blh~ Curi1 lt)~tem

CONTRO fAIYSIS A1D DATA ACQUISITOo The PJif1d~ S)liItm consists ahhe foliolng oornpoMnw I IBf miCro-wmputff 2 Thermocouplend onalol input (pc 73) nd alitpul(PC 24) otcrces 3 Proportional fIOer conlrolle (ISM ~ornp(lIer) d lX) Immeran

~atcfl

This upllfllcled curms lank cantrol system pcrform the folloy Ing operations I Itcll ing Mer in unng t~nks so as to folio till tempomhne

aftollcretc 2 AlIOtomnt ic moniturill8 ofCtnCrCle and ~Ier t~mltlItu

IBM MIC RQ-COMPLTFR J1K IB1 mictIHomptuer is used for cent~1 control nMysibullbullnd da acqulSitlOl1 1be computff performtM fotrawmg acTIons I Transfers dall beteen analog inpur ald output d~ 2 Clculles lemper~ture difTererne beIn onrtle and iler and

then 3 nds iSnal to heaters to equali temperatures 4 Acgt sends I pngtpDnian1 power controller to activate Imlllersron

heaten to adjust temperatur~ cnMr by Belialillg 12 or all h3 IltW 5 immersions heaten 4 Stons all d311 on files or tnlnsf~1$ data to ponter S The oulput data file can be easily transferred oather software for

funher anftlys and presentltion

SOtT WAKE Aliraquo C01lTROL U1rr IoCak soll~ rulultH spreadsheet IS u~ in th~ In-elIgIItiOlllO read Infonnl1l0n from analog input BOO output boords inlO ells in spaIIdsltctt This mfonnaliOl is used sld IIpltbteltll regular ntemiddotal to caiclilate ~d process hpmemal reult~ Fgure 2 Jho$ dlaerammll icall the operatIon of Illeak and the geMral

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21)02 (1)J 4--Vol J (1)2002

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TErtP(RATtRE MONITORI NG loClIk ~ WIS insllled a 10 M pr1rt The e_ lIIOIIIon emf 11$ from _0 IIltfIfl(IOollplu II CccIY1( (()IIllol cube alld SI~ thmliIWUplc plactd aI drTemM W IIOIII on he CUf Ulnk uh value bull PKflJ ~IMC cell HI Iho spread lhca Tho emf 11 an CDnMd r -kif ltvI 10 dll IoIpwol by -Ioi 10 du oonH1cr (PC 1)) baud hid is bIoIed idu r PltUIIf3mmc thao conru 11 ff lbamoltoupIci (12 boll) 101M rtllaquo IC 1~IIJICf1Ihcs in dcK~ C SIII bull pol)nomlll lauullOI1 kdIoItICgt (511 OnIor) I d cold JUncIKH compmslhon Id II bull liohd ~t 14 ~_(lM H middot loltr(1 1 be PIIIMlI_ IbN ~D bullbull lCO WIllC oI~ bullbull~ oontrul cub lcmpalllUft Jlnco CONJIl_ we poublc-I C00bullbull101 laquoonordC kmperlhw II _cr an Ik IrmpnM br CQllltoI coaclU Icmperal IS oqual to tln~ ICmpcrllurc cr COl1lrol eoc~ 1tmperUUr1 IS 1IIItt nl kmpem In QJC (I proportl(M PI ~1er(CampvlI_ dlTcftnce In ImIpcralA btt_ tank amd a)IIiroI cube Ind_ iItOCIIIdilllly on

oj J (1)2001 26 2002(1))

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The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

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REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 3: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

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Cono_ bull poot CoMooc_ of hul JO 11) I rIk or 1 ncrion IOUOIImIlOC IUCI_ blaquowown _ ormem cancl(~ _1_ ~ WI lhlll talc lf huI lou flOlll eell TlIis _In lid 11IC1f_ of IMII k~UIf Hownlaquo h) ion PfOIIn- taM af II pMfIllUII declf~ and f1I1 briowhaf lots Thnl 1M ~ 5tC_ bciln I() coot toeonllacr nc Inlcrgtolll Itmporlllulf ~~~Ior af COflCIfte _1I0Il d IlIcrcrorc tkpmtknl on hHI fKIOfJ ~ ~(~nn ~ ~ and Mkgtogt ch_laquonMOCI otl~ URCtIt d I~ -rIlndnl en bull --om bull He~ amefJIoo is IOICOIsulfd u~nG P~ of bull clonmttoer Tllil i uWnI 11) bull Iflllthon ~ssd urmunckd bv an en-lRlltnxntll OOOIIrocr (Iounxlal IIf dldnl broMi InlO dIoac ~If Mat 11m to CII III ~Iuorntr nIjm~ and LM IT 1_ IfIClIOll -egt~1 11 _tMd I conlr)llcd ICIlIptfllUIT Ibe rul dan is Iffarcd lID bullbull

adUlt If conlroliood toempnltUIf cootIoIIfIl_ I stcond c1aos is JiCd MJIltomnaI CondlOClkgtll nlo_~ fall 10 1M Ian c1_ iomt IkItrI ~ 10 -nIlI1II 1M IfI(IOOt ~I I

JWOII~ or tenor COttrOIlN It ayenltlallft protilor The ICmptlll ~1f mKMd cvr ltlppllatvl h I) 10 nlalRhe onrntnlll ttmprfI(UIf of c ttc In( eubn ttl ImIpnlluro of bull

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lIJGRAUFO TDIPERATlR[ 11T(II[1I (URING SViTpoundt nRI~(TfS 1M JlCllCRI laOUI (I W ~yr ~J Uill~ i) lt( 1-11 II r~ I nus 1$

($gt0lt1)) thum bullwnts dcs~ fltmOC( I~ TIIIrft tanls rIC_taI t bull IWI ot Inulant ~ plpn 1Itch HoD tilt eonmuos chlo(dloop W(ul _otrba_Iw u Iftd dw 0 (1 IDJ 1M ClO-amp n_1 umber 2 _ nan mtIdt froa dotoNor ~iIt hf8lt -_mit I_f hdbullbullea ht ~ndvhod In niOllatllll la)er of 50 _ poIywnhaooc r shyIM -= of Ulh taN _iJlpltntn 76 milt X SO III bn bIn~ to all) 1lof Ilaquonntl bc-tltll ClIlfd In tanll ltJhlllised umlplnt 1tal sbnu In Id lankl for k-I dlbutioo nd 1M) to pl1)(CC1 1M ut-flblf 111 frunt ICCitkntr d_lIIltIlr Hnl1t18 Uiltl cIt from 10 I hoImiddotdllpN plnta HI

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---JOIaOil or Scmcc ampI T ednolog 1 J w ~ inwlation bting prm oded by glng50 mm tlltpIded pll~rme ~heelS 0010 1M nuutdo rfce Ib I lgtcaHtlam epv~) pIe [panded polslyTCne SMtU SO mm mMl tOlfred In poI~lhec Ie used as nwllunl hob 011 II tmks Ier is mtultcltJ and 1M ~~~m ~ lhr~ pIII To orhem PP wler from lhe bnlR an~ om I~ numMrS l and o~ M a (ne TM wiler then muns unltk liVII) no from In~ J I tank number 2 back nlo Ibe heaung tank Pump I~Sstso rcwmH altr 10 Iht healn taok The lIetns ~ is also COllneclN 10 i duller IInt Iuthf reqUIred bull bull 1I0wS lhe mu 10 be prr~oolcd 10 ~ starling Icrnperare btkm Imbi~m Iu olalch Ihe slaniolt Iperlure r r hl) lIli cd ~Ollcnl

TH ERMOCOUlLE COogtTRUCfIO AlIO CAUIlRATlOllS T)p T ~rmoxoupl~ ICOJlPCrCO~In) I~ Il$ltd (or tempcrawrr ronlrol l1w lqIIirrd Ifttglh ltgtf IIIe Ihcrnooooopte Itc CIII d Ille PVC 1051 IlIffOIIIldln lho ltnppc d MUla tc cd 10 bull ftnjllh Qf 60 mm frum me cnd In ClKWd Ires re hen Ied amphll) II Ihm lip nd Stldc~d lIng bull gtjXclal ~Plt T Idcj~ lfe Wlltn bull sallsfacI~ bead (dotl J fd II al d cd Ih emeJ piper 10 r~Olte ~ Impullte~

The sulik mrsu~ jll~l of the thenll(ICpk Insned III a open ended 51iloss $1laquo1 IlIbe unlil JI 11 lgtecOOIC pocd bgt approximaltl 6OmIlI lh~ cpogted end (~O mm I the 0lt rcd ilh a Ihic~ cInlj of 0 (nrin~ J~O beal 1I1~ laquonp(~d (Thi mrld ery $ensii In Icmpe m~~lq Ih ~mhl II [llllkd beck inlo lhe wbc kut 1 al 1[ I~ Imm ~[ ltlid llhmiddot h IUM Thi5 cod r Ihclbc Ih leJ h Ikl 111 gtad de 10 Ilennocrupln cunljm~IIgtn r ad laquod~ nfI Mer l1w 01110 l11d ltII he lUbe as Ink-d lh middotaldc and tUcrN th bull hUI vnnl to ti c a htlet prgt~(gtn 2nd IrC~lh dnnllg he bandltng pruceu

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The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

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REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 4: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

---JOIaOil or Scmcc ampI T ednolog 1 J w ~ inwlation bting prm oded by glng50 mm tlltpIded pll~rme ~heelS 0010 1M nuutdo rfce Ib I lgtcaHtlam epv~) pIe [panded polslyTCne SMtU SO mm mMl tOlfred In poI~lhec Ie used as nwllunl hob 011 II tmks Ier is mtultcltJ and 1M ~~~m ~ lhr~ pIII To orhem PP wler from lhe bnlR an~ om I~ numMrS l and o~ M a (ne TM wiler then muns unltk liVII) no from In~ J I tank number 2 back nlo Ibe heaung tank Pump I~Sstso rcwmH altr 10 Iht healn taok The lIetns ~ is also COllneclN 10 i duller IInt Iuthf reqUIred bull bull 1I0wS lhe mu 10 be prr~oolcd 10 ~ starling Icrnperare btkm Imbi~m Iu olalch Ihe slaniolt Iperlure r r hl) lIli cd ~Ollcnl

TH ERMOCOUlLE COogtTRUCfIO AlIO CAUIlRATlOllS T)p T ~rmoxoupl~ ICOJlPCrCO~In) I~ Il$ltd (or tempcrawrr ronlrol l1w lqIIirrd Ifttglh ltgtf IIIe Ihcrnooooopte Itc CIII d Ille PVC 1051 IlIffOIIIldln lho ltnppc d MUla tc cd 10 bull ftnjllh Qf 60 mm frum me cnd In ClKWd Ires re hen Ied amphll) II Ihm lip nd Stldc~d lIng bull gtjXclal ~Plt T Idcj~ lfe Wlltn bull sallsfacI~ bead (dotl J fd II al d cd Ih emeJ piper 10 r~Olte ~ Impullte~

The sulik mrsu~ jll~l of the thenll(ICpk Insned III a open ended 51iloss $1laquo1 IlIbe unlil JI 11 lgtecOOIC pocd bgt approximaltl 6OmIlI lh~ cpogted end (~O mm I the 0lt rcd ilh a Ihic~ cInlj of 0 (nrin~ J~O beal 1I1~ laquonp(~d (Thi mrld ery $ensii In Icmpe m~~lq Ih ~mhl II [llllkd beck inlo lhe wbc kut 1 al 1[ I~ Imm ~[ ltlid llhmiddot h IUM Thi5 cod r Ihclbc Ih leJ h Ikl 111 gtad de 10 Ilennocrupln cunljm~IIgtn r ad laquod~ nfI Mer l1w 01110 l11d ltII he lUbe as Ink-d lh middotaldc and tUcrN th bull hUI vnnl to ti c a htlet prgt~(gtn 2nd IrC~lh dnnllg he bandltng pruceu

Clibrahon Q( btrntgtuupb ~ n~nyen he Ulr lIlt1np bull dal prec 601 dlg1 hm II 111 III I ~ IIh a or~l le1llptr2Wrc or 0 middotC In hO ( I h~ mltnn JIIIgtltW ltIf

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CONTRO fAIYSIS A1D DATA ACQUISITOo The PJif1d~ S)liItm consists ahhe foliolng oornpoMnw I IBf miCro-wmputff 2 Thermocouplend onalol input (pc 73) nd alitpul(PC 24) otcrces 3 Proportional fIOer conlrolle (ISM ~ornp(lIer) d lX) Immeran

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IBM MIC RQ-COMPLTFR J1K IB1 mictIHomptuer is used for cent~1 control nMysibullbullnd da acqulSitlOl1 1be computff performtM fotrawmg acTIons I Transfers dall beteen analog inpur ald output d~ 2 Clculles lemper~ture difTererne beIn onrtle and iler and

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heaten to adjust temperatur~ cnMr by Belialillg 12 or all h3 IltW 5 immersions heaten 4 Stons all d311 on files or tnlnsf~1$ data to ponter S The oulput data file can be easily transferred oather software for

funher anftlys and presentltion

SOtT WAKE Aliraquo C01lTROL U1rr IoCak soll~ rulultH spreadsheet IS u~ in th~ In-elIgIItiOlllO read Infonnl1l0n from analog input BOO output boords inlO ells in spaIIdsltctt This mfonnaliOl is used sld IIpltbteltll regular ntemiddotal to caiclilate ~d process hpmemal reult~ Fgure 2 Jho$ dlaerammll icall the operatIon of Illeak and the geMral

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OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

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REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 5: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

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CONTRO fAIYSIS A1D DATA ACQUISITOo The PJif1d~ S)liItm consists ahhe foliolng oornpoMnw I IBf miCro-wmputff 2 Thermocouplend onalol input (pc 73) nd alitpul(PC 24) otcrces 3 Proportional fIOer conlrolle (ISM ~ornp(lIer) d lX) Immeran

~atcfl

This upllfllcled curms lank cantrol system pcrform the folloy Ing operations I Itcll ing Mer in unng t~nks so as to folio till tempomhne

aftollcretc 2 AlIOtomnt ic moniturill8 ofCtnCrCle and ~Ier t~mltlItu

IBM MIC RQ-COMPLTFR J1K IB1 mictIHomptuer is used for cent~1 control nMysibullbullnd da acqulSitlOl1 1be computff performtM fotrawmg acTIons I Transfers dall beteen analog inpur ald output d~ 2 Clculles lemper~ture difTererne beIn onrtle and iler and

then 3 nds iSnal to heaters to equali temperatures 4 Acgt sends I pngtpDnian1 power controller to activate Imlllersron

heaten to adjust temperatur~ cnMr by Belialillg 12 or all h3 IltW 5 immersions heaten 4 Stons all d311 on files or tnlnsf~1$ data to ponter S The oulput data file can be easily transferred oather software for

funher anftlys and presentltion

SOtT WAKE Aliraquo C01lTROL U1rr IoCak soll~ rulultH spreadsheet IS u~ in th~ In-elIgIItiOlllO read Infonnl1l0n from analog input BOO output boords inlO ells in spaIIdsltctt This mfonnaliOl is used sld IIpltbteltll regular ntemiddotal to caiclilate ~d process hpmemal reult~ Fgure 2 Jho$ dlaerammll icall the operatIon of Illeak and the geMral

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The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

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REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

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CONTRO fAIYSIS A1D DATA ACQUISITOo The PJif1d~ S)liItm consists ahhe foliolng oornpoMnw I IBf miCro-wmputff 2 Thermocouplend onalol input (pc 73) nd alitpul(PC 24) otcrces 3 Proportional fIOer conlrolle (ISM ~ornp(lIer) d lX) Immeran

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unltltt r~~e B vc IIi lilts hn ma lound f CQllCrtlf cuted under regime A TOT L VACUU ItIIO ROSITl -rile llros~ JI mfa~ured rlIong ~ pinciple ()f OCuum ~a1ualio

1hnqll (11) I he I uf h lanl middotu pofgtiy ~r( preJfntrd in Figlln I~ h IR Clllmiu of h Ull Intli~leS tllat I1Ice~lng lhe il~ 11lt1 III JII nrnn prodlaquo I fili imiddot langer ltfilly Id result in a Jgtfca~T Cgrl-C h~d~ion 11 c~III~ al50 Io 11 lh ~I ~~ inl a he rc~ t ~nrn t Ih U I he -mp-raUrt matched ltunnl Tyl A and I ~ IC 1 I Ih Ih ltImp ltunod at I~~ h)drairgtn empnalwr(Ty I 11 lied ill d~ lIi~ 1ltlIa ~aLUUm plIfU1oIl hanhose ubjecln1 ltunnll I - ~1IUIt1 fOfOSl I do IlOl cllilnl sinficamly ali 1 oJ Ilf he 11( III ~itll~ ib hi middotc 0_ Ileno for I alt m t JI( 11 1( JIt middot~i 0 dr~ase II~JKe thi~ IiI1 e hlil IIII~~ cri~ cp~ when I PI iii pial rc110 I r) It ~kar fnllll III~ rII M ml~ UNIFA c~kbhed lacIjlOfOlity nrly ill l IInoJ1I hi~r 1ltnrcrllu corrW III Iru~ curcd a 5 and

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Vol3(I)lOO2 lOOl (t)] II

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OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

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REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

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Journal of~ience amp Technology

OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

Journal ofScien(e 0 TIKhl101osy

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REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

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The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

Journal ofScien(e 0 TIKhl101osy

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Vol) (I) 2002 2002(1)) ~

Journal of Science It T laquohnolOy

REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

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OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

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REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 10: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

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1hnqll (11) I he I uf h lanl middotu pofgtiy ~r( preJfntrd in Figlln I~ h IR Clllmiu of h Ull Intli~leS tllat I1Ice~lng lhe il~ 11lt1 III JII nrnn prodlaquo I fili imiddot langer ltfilly Id result in a Jgtfca~T Cgrl-C h~d~ion 11 c~III~ al50 Io 11 lh ~I ~~ inl a he rc~ t ~nrn t Ih U I he -mp-raUrt matched ltunnl Tyl A and I ~ IC 1 I Ih Ih ltImp ltunod at I~~ h)drairgtn empnalwr(Ty I 11 lied ill d~ lIi~ 1ltlIa ~aLUUm plIfU1oIl hanhose ubjecln1 ltunnll I - ~1IUIt1 fOfOSl I do IlOl cllilnl sinficamly ali 1 oJ Ilf he 11( III ~itll~ ib hi middotc 0_ Ileno for I alt m t JI( 11 1( JIt middot~i 0 dr~ase II~JKe thi~ IiI1 e hlil IIII~~ cri~ cp~ when I PI iii pial rc110 I r) It ~kar fnllll III~ rII M ml~ UNIFA c~kbhed lacIjlOfOlity nrly ill l IInoJ1I hi~r 1ltnrcrllu corrW III Iru~ curcd a 5 and

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Vol3(I)lOO2 lOOl (t)] II

Journal of~ience amp Technology

OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

Journal ofScien(e 0 TIKhl101osy

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REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

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1hnqll (11) I he I uf h lanl middotu pofgtiy ~r( preJfntrd in Figlln I~ h IR Clllmiu of h Ull Intli~leS tllat I1Ice~lng lhe il~ 11lt1 III JII nrnn prodlaquo I fili imiddot langer ltfilly Id result in a Jgtfca~T Cgrl-C h~d~ion 11 c~III~ al50 Io 11 lh ~I ~~ inl a he rc~ t ~nrn t Ih U I he -mp-raUrt matched ltunnl Tyl A and I ~ IC 1 I Ih Ih ltImp ltunod at I~~ h)drairgtn empnalwr(Ty I 11 lied ill d~ lIi~ 1ltlIa ~aLUUm plIfU1oIl hanhose ubjecln1 ltunnll I - ~1IUIt1 fOfOSl I do IlOl cllilnl sinficamly ali 1 oJ Ilf he 11( III ~itll~ ib hi middotc 0_ Ileno for I alt m t JI( 11 1( JIt middot~i 0 dr~ase II~JKe thi~ IiI1 e hlil IIII~~ cri~ cp~ when I PI iii pial rc110 I r) It ~kar fnllll III~ rII M ml~ UNIFA c~kbhed lacIjlOfOlity nrly ill l IInoJ1I hi~r 1ltnrcrllu corrW III Iru~ curcd a 5 and

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Vol3(I)lOO2 lOOl (t)] II

Journal of~ience amp Technology

OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

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REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

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1hnqll (11) I he I uf h lanl middotu pofgtiy ~r( preJfntrd in Figlln I~ h IR Clllmiu of h Ull Intli~leS tllat I1Ice~lng lhe il~ 11lt1 III JII nrnn prodlaquo I fili imiddot langer ltfilly Id result in a Jgtfca~T Cgrl-C h~d~ion 11 c~III~ al50 Io 11 lh ~I ~~ inl a he rc~ t ~nrn t Ih U I he -mp-raUrt matched ltunnl Tyl A and I ~ IC 1 I Ih Ih ltImp ltunod at I~~ h)drairgtn empnalwr(Ty I 11 lied ill d~ lIi~ 1ltlIa ~aLUUm plIfU1oIl hanhose ubjecln1 ltunnll I - ~1IUIt1 fOfOSl I do IlOl cllilnl sinficamly ali 1 oJ Ilf he 11( III ~itll~ ib hi middotc 0_ Ileno for I alt m t JI( 11 1( JIt middot~i 0 dr~ase II~JKe thi~ IiI1 e hlil IIII~~ cri~ cp~ when I PI iii pial rc110 I r) It ~kar fnllll III~ rII M ml~ UNIFA c~kbhed lacIjlOfOlity nrly ill l IInoJ1I hi~r 1ltnrcrllu corrW III Iru~ curcd a 5 and

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Journal of~ience amp Technology

OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

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REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 13: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

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CO~P C CGCT~~R~CSOmiddotsv CiST~C ---------------TIle ltubo1 ~ filled i1I rOlgtC~ d compaced n la)cn gOt lnIing IiJble In Iht ~ o(WIIC~ h hip wmiddot 10 (OPe 06Smd OPe 1FA t 00 SSI I~ _ibntxm ime ~ltf) shon 0 0lIl Kln Ancr he USI 1lt1 middotbAll the 5plaquoi c iltnwlfl SIIdIod mo~

11lt10 II on~ With pllltS plarnl on Igt (lP of nc 11 0 prtgtltm Iht lOp urf yf nc (I~ boing cashed a a) Tho I ~ ~od ~I J 7 I~ 8 S6 ond l) day un dMiwl 00 comprt~ rube 91~ madn bull ToIC P )000 ulod r~ ratt of ~

ICgtIlIling ft J 0 ~N loltC omplyin~ 10 BS 13K I p~ 116 (I 61 Th r II of h ehe COIIfIngtiH won~lh for ho 0 mbullbull arc plllllc-d n ~i~urlt II 0 14 he h Ih~ o(511 IInJ 1 C for ltnmporibull ur 100 lIclt reI COIIIPltee II~h crO Ih c io dc 110 h drrnlaquo n th bt~ h~ 0 45 IIId 0 Cfill ltn i ~a r han bel ( ~ IIId 0 M odlte II SCIIDe nbotgt n rbullbulluIU he cublt eompll5Si~ glh hltted a nuural tunlll TYP I) no clIlld h Idt BI 1gtlt Ia lIydrulOlll(rnpmtlJt( (Tyl B) II a~ round tIIMhe Ipplicalioo oflle natural cooh aile he iniIIIIUIIlIg l de tislll~ rtall~~I ht~ uhimale ~h ror M mXf$ eOnllmng OPC 111 dtTftim iC milO Hmiddot fur he OP(IP~ concml the ~n1h

unltltt r~~e B vc IIi lilts hn ma lound f CQllCrtlf cuted under regime A TOT L VACUU ItIIO ROSITl -rile llros~ JI mfa~ured rlIong ~ pinciple ()f OCuum ~a1ualio

1hnqll (11) I he I uf h lanl middotu pofgtiy ~r( preJfntrd in Figlln I~ h IR Clllmiu of h Ull Intli~leS tllat I1Ice~lng lhe il~ 11lt1 III JII nrnn prodlaquo I fili imiddot langer ltfilly Id result in a Jgtfca~T Cgrl-C h~d~ion 11 c~III~ al50 Io 11 lh ~I ~~ inl a he rc~ t ~nrn t Ih U I he -mp-raUrt matched ltunnl Tyl A and I ~ IC 1 I Ih Ih ltImp ltunod at I~~ h)drairgtn empnalwr(Ty I 11 lied ill d~ lIi~ 1ltlIa ~aLUUm plIfU1oIl hanhose ubjecln1 ltunnll I - ~1IUIt1 fOfOSl I do IlOl cllilnl sinficamly ali 1 oJ Ilf he 11( III ~itll~ ib hi middotc 0_ Ileno for I alt m t JI( 11 1( JIt middot~i 0 dr~ase II~JKe thi~ IiI1 e hlil IIII~~ cri~ cp~ when I PI iii pial rc110 I r) It ~kar fnllll III~ rII M ml~ UNIFA c~kbhed lacIjlOfOlity nrly ill l IInoJ1I hi~r 1ltnrcrllu corrW III Iru~ curcd a 5 and

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Vol3(I)lOO2 lOOl (t)] II

Journal of~ience amp Technology

OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

Journal ofScien(e 0 TIKhl101osy

J

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---shy --- _ - ( bullbull) _ 0 __~ _ w 01lC _ __0_

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Vol)(l)2002

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Vol) (I) 2002 2002(1)) ~

Journal of Science It T laquohnolOy

REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

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11lt10 II on~ With pllltS plarnl on Igt (lP of nc 11 0 prtgtltm Iht lOp urf yf nc (I~ boing cashed a a) Tho I ~ ~od ~I J 7 I~ 8 S6 ond l) day un dMiwl 00 comprt~ rube 91~ madn bull ToIC P )000 ulod r~ ratt of ~

ICgtIlIling ft J 0 ~N loltC omplyin~ 10 BS 13K I p~ 116 (I 61 Th r II of h ehe COIIfIngtiH won~lh for ho 0 mbullbull arc plllllc-d n ~i~urlt II 0 14 he h Ih~ o(511 IInJ 1 C for ltnmporibull ur 100 lIclt reI COIIIPltee II~h crO Ih c io dc 110 h drrnlaquo n th bt~ h~ 0 45 IIId 0 Cfill ltn i ~a r han bel ( ~ IIId 0 M odlte II SCIIDe nbotgt n rbullbulluIU he cublt eompll5Si~ glh hltted a nuural tunlll TYP I) no clIlld h Idt BI 1gtlt Ia lIydrulOlll(rnpmtlJt( (Tyl B) II a~ round tIIMhe Ipplicalioo oflle natural cooh aile he iniIIIIUIIlIg l de tislll~ rtall~~I ht~ uhimale ~h ror M mXf$ eOnllmng OPC 111 dtTftim iC milO Hmiddot fur he OP(IP~ concml the ~n1h

unltltt r~~e B vc IIi lilts hn ma lound f CQllCrtlf cuted under regime A TOT L VACUU ItIIO ROSITl -rile llros~ JI mfa~ured rlIong ~ pinciple ()f OCuum ~a1ualio

1hnqll (11) I he I uf h lanl middotu pofgtiy ~r( preJfntrd in Figlln I~ h IR Clllmiu of h Ull Intli~leS tllat I1Ice~lng lhe il~ 11lt1 III JII nrnn prodlaquo I fili imiddot langer ltfilly Id result in a Jgtfca~T Cgrl-C h~d~ion 11 c~III~ al50 Io 11 lh ~I ~~ inl a he rc~ t ~nrn t Ih U I he -mp-raUrt matched ltunnl Tyl A and I ~ IC 1 I Ih Ih ltImp ltunod at I~~ h)drairgtn empnalwr(Ty I 11 lied ill d~ lIi~ 1ltlIa ~aLUUm plIfU1oIl hanhose ubjecln1 ltunnll I - ~1IUIt1 fOfOSl I do IlOl cllilnl sinficamly ali 1 oJ Ilf he 11( III ~itll~ ib hi middotc 0_ Ileno for I alt m t JI( 11 1( JIt middot~i 0 dr~ase II~JKe thi~ IiI1 e hlil IIII~~ cri~ cp~ when I PI iii pial rc110 I r) It ~kar fnllll III~ rII M ml~ UNIFA c~kbhed lacIjlOfOlity nrly ill l IInoJ1I hi~r 1ltnrcrllu corrW III Iru~ curcd a 5 and

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Vol3(I)lOO2 lOOl (t)] II

Journal of~ience amp Technology

OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

Journal ofScien(e 0 TIKhl101osy

J

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Vol) (I) 2002 2002(1)) ~

Journal of Science It T laquohnolOy

REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 15: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

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CO~P C CGCT~~R~CSOmiddotsv CiST~C ---------------TIle ltubo1 ~ filled i1I rOlgtC~ d compaced n la)cn gOt lnIing IiJble In Iht ~ o(WIIC~ h hip wmiddot 10 (OPe 06Smd OPe 1FA t 00 SSI I~ _ibntxm ime ~ltf) shon 0 0lIl Kln Ancr he USI 1lt1 middotbAll the 5plaquoi c iltnwlfl SIIdIod mo~

11lt10 II on~ With pllltS plarnl on Igt (lP of nc 11 0 prtgtltm Iht lOp urf yf nc (I~ boing cashed a a) Tho I ~ ~od ~I J 7 I~ 8 S6 ond l) day un dMiwl 00 comprt~ rube 91~ madn bull ToIC P )000 ulod r~ ratt of ~

ICgtIlIling ft J 0 ~N loltC omplyin~ 10 BS 13K I p~ 116 (I 61 Th r II of h ehe COIIfIngtiH won~lh for ho 0 mbullbull arc plllllc-d n ~i~urlt II 0 14 he h Ih~ o(511 IInJ 1 C for ltnmporibull ur 100 lIclt reI COIIIPltee II~h crO Ih c io dc 110 h drrnlaquo n th bt~ h~ 0 45 IIId 0 Cfill ltn i ~a r han bel ( ~ IIId 0 M odlte II SCIIDe nbotgt n rbullbulluIU he cublt eompll5Si~ glh hltted a nuural tunlll TYP I) no clIlld h Idt BI 1gtlt Ia lIydrulOlll(rnpmtlJt( (Tyl B) II a~ round tIIMhe Ipplicalioo oflle natural cooh aile he iniIIIIUIIlIg l de tislll~ rtall~~I ht~ uhimale ~h ror M mXf$ eOnllmng OPC 111 dtTftim iC milO Hmiddot fur he OP(IP~ concml the ~n1h

unltltt r~~e B vc IIi lilts hn ma lound f CQllCrtlf cuted under regime A TOT L VACUU ItIIO ROSITl -rile llros~ JI mfa~ured rlIong ~ pinciple ()f OCuum ~a1ualio

1hnqll (11) I he I uf h lanl middotu pofgtiy ~r( preJfntrd in Figlln I~ h IR Clllmiu of h Ull Intli~leS tllat I1Ice~lng lhe il~ 11lt1 III JII nrnn prodlaquo I fili imiddot langer ltfilly Id result in a Jgtfca~T Cgrl-C h~d~ion 11 c~III~ al50 Io 11 lh ~I ~~ inl a he rc~ t ~nrn t Ih U I he -mp-raUrt matched ltunnl Tyl A and I ~ IC 1 I Ih Ih ltImp ltunod at I~~ h)drairgtn empnalwr(Ty I 11 lied ill d~ lIi~ 1ltlIa ~aLUUm plIfU1oIl hanhose ubjecln1 ltunnll I - ~1IUIt1 fOfOSl I do IlOl cllilnl sinficamly ali 1 oJ Ilf he 11( III ~itll~ ib hi middotc 0_ Ileno for I alt m t JI( 11 1( JIt middot~i 0 dr~ase II~JKe thi~ IiI1 e hlil IIII~~ cri~ cp~ when I PI iii pial rc110 I r) It ~kar fnllll III~ rII M ml~ UNIFA c~kbhed lacIjlOfOlity nrly ill l IInoJ1I hi~r 1ltnrcrllu corrW III Iru~ curcd a 5 and

~I) O( Ihi ng i ill ~ h ( r refth1 I 8-10)

Joumal orSciencct Teclmolol)

~ ~~ ~fd~

bull bull bull bull bull bull bull bull ~ _ _shy----shy - - _ _

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- I LL rI -

I Ibullshy - - ~

bull bull bull bull - bull - bull - bull ~

-~---shy -shy - shy _ _ r( 2) c 1 bullbullv n 0 0 _ _obull~

2002 () 3 )(1) 2002

bull bull bull bull bull bull bull bull

bull bull bull bull bull bull bull

lt

pound r II shyrtf - i

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------- 141)1~

Jounul o(Scocncet Technology

bull bull bull

bull bull-shy-

- bull

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VoI 1(1)2002 J7 2002(1)3 -

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Vol3(I)lOO2 lOOl (t)] II

Journal of~ience amp Technology

OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

Journal ofScien(e 0 TIKhl101osy

J

~I I ~-bull bull bull bull -shy

---shy --- _ - ( bullbull) _ 0 __~ _ w 01lC _ __0_

i+~

Ri $ ~-I

bull--shy--- ---shy _ _ (110) rinl or ~1I1to1o _W 0 __0 bullbullbull

Vol)(l)2002

bull bull bull bull bull bull bull bull -------

bull bull

---- ----

shyt i l

- - _ _

-L1

~ cr I

-(21) nUl ~n -_ltiv

O~ 7 __0 bullbull

~

L r ~~ - Ishy II+ft I

bull

bull -

bull ~ bull bull bull I

bull bull bull bull -I -- _ _ (22) ltI1 t ~_ _~

00 po w__0 bullbull

Vol) (I) 2002 2002(1)) ~

Journal of Science It T laquohnolOy

REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 16: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

J11111 UfSOlOKt amp r rchnokgt~ ltlUJ J ~

CO~P C CGCT~~R~CSOmiddotsv CiST~C ---------------TIle ltubo1 ~ filled i1I rOlgtC~ d compaced n la)cn gOt lnIing IiJble In Iht ~ o(WIIC~ h hip wmiddot 10 (OPe 06Smd OPe 1FA t 00 SSI I~ _ibntxm ime ~ltf) shon 0 0lIl Kln Ancr he USI 1lt1 middotbAll the 5plaquoi c iltnwlfl SIIdIod mo~

11lt10 II on~ With pllltS plarnl on Igt (lP of nc 11 0 prtgtltm Iht lOp urf yf nc (I~ boing cashed a a) Tho I ~ ~od ~I J 7 I~ 8 S6 ond l) day un dMiwl 00 comprt~ rube 91~ madn bull ToIC P )000 ulod r~ ratt of ~

ICgtIlIling ft J 0 ~N loltC omplyin~ 10 BS 13K I p~ 116 (I 61 Th r II of h ehe COIIfIngtiH won~lh for ho 0 mbullbull arc plllllc-d n ~i~urlt II 0 14 he h Ih~ o(511 IInJ 1 C for ltnmporibull ur 100 lIclt reI COIIIPltee II~h crO Ih c io dc 110 h drrnlaquo n th bt~ h~ 0 45 IIId 0 Cfill ltn i ~a r han bel ( ~ IIId 0 M odlte II SCIIDe nbotgt n rbullbulluIU he cublt eompll5Si~ glh hltted a nuural tunlll TYP I) no clIlld h Idt BI 1gtlt Ia lIydrulOlll(rnpmtlJt( (Tyl B) II a~ round tIIMhe Ipplicalioo oflle natural cooh aile he iniIIIIUIIlIg l de tislll~ rtall~~I ht~ uhimale ~h ror M mXf$ eOnllmng OPC 111 dtTftim iC milO Hmiddot fur he OP(IP~ concml the ~n1h

unltltt r~~e B vc IIi lilts hn ma lound f CQllCrtlf cuted under regime A TOT L VACUU ItIIO ROSITl -rile llros~ JI mfa~ured rlIong ~ pinciple ()f OCuum ~a1ualio

1hnqll (11) I he I uf h lanl middotu pofgtiy ~r( preJfntrd in Figlln I~ h IR Clllmiu of h Ull Intli~leS tllat I1Ice~lng lhe il~ 11lt1 III JII nrnn prodlaquo I fili imiddot langer ltfilly Id result in a Jgtfca~T Cgrl-C h~d~ion 11 c~III~ al50 Io 11 lh ~I ~~ inl a he rc~ t ~nrn t Ih U I he -mp-raUrt matched ltunnl Tyl A and I ~ IC 1 I Ih Ih ltImp ltunod at I~~ h)drairgtn empnalwr(Ty I 11 lied ill d~ lIi~ 1ltlIa ~aLUUm plIfU1oIl hanhose ubjecln1 ltunnll I - ~1IUIt1 fOfOSl I do IlOl cllilnl sinficamly ali 1 oJ Ilf he 11( III ~itll~ ib hi middotc 0_ Ileno for I alt m t JI( 11 1( JIt middot~i 0 dr~ase II~JKe thi~ IiI1 e hlil IIII~~ cri~ cp~ when I PI iii pial rc110 I r) It ~kar fnllll III~ rII M ml~ UNIFA c~kbhed lacIjlOfOlity nrly ill l IInoJ1I hi~r 1ltnrcrllu corrW III Iru~ curcd a 5 and

~I) O( Ihi ng i ill ~ h ( r refth1 I 8-10)

Joumal orSciencct Teclmolol)

~ ~~ ~fd~

bull bull bull bull bull bull bull bull ~ _ _shy----shy - - _ _

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shy = f-shyr -I

- I LL rI -

I Ibullshy - - ~

bull bull bull bull - bull - bull - bull ~

-~---shy -shy - shy _ _ r( 2) c 1 bullbullv n 0 0 _ _obull~

2002 () 3 )(1) 2002

bull bull bull bull bull bull bull bull

bull bull bull bull bull bull bull

lt

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Jounul o(Scocncet Technology

bull bull bull

bull bull-shy-

- bull

bull

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0 0 _ 0 bull bullbull

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VoI 1(1)2002 J7 2002(1)3 -

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~

L

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I It-middot bull bull bull bull bull bull bull bull bull shy--shy- -shy - - - _ -

Vol3(I)lOO2 lOOl (t)] II

Journal of~ience amp Technology

OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

Journal ofScien(e 0 TIKhl101osy

J

~I I ~-bull bull bull bull -shy

---shy --- _ - ( bullbull) _ 0 __~ _ w 01lC _ __0_

i+~

Ri $ ~-I

bull--shy--- ---shy _ _ (110) rinl or ~1I1to1o _W 0 __0 bullbullbull

Vol)(l)2002

bull bull bull bull bull bull bull bull -------

bull bull

---- ----

shyt i l

- - _ _

-L1

~ cr I

-(21) nUl ~n -_ltiv

O~ 7 __0 bullbull

~

L r ~~ - Ishy II+ft I

bull

bull -

bull ~ bull bull bull I

bull bull bull bull -I -- _ _ (22) ltI1 t ~_ _~

00 po w__0 bullbull

Vol) (I) 2002 2002(1)) ~

Journal of Science It T laquohnolOy

REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 17: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

Joumal orSciencct Teclmolol)

~ ~~ ~fd~

bull bull bull bull bull bull bull bull ~ _ _shy----shy - - _ _

( ) co~bullbull_ n ___ M I 0 C _ _ _ 0 _

=bull

shy = f-shyr -I

- I LL rI -

I Ibullshy - - ~

bull bull bull bull - bull - bull - bull ~

-~---shy -shy - shy _ _ r( 2) c 1 bullbullv n 0 0 _ _obull~

2002 () 3 )(1) 2002

bull bull bull bull bull bull bull bull

bull bull bull bull bull bull bull

lt

pound r II shyrtf - i

lt 1 Imiddot i-- J -I 1 _- -- -- -~ _

__~1 -- --- _- -_

I ~( ) c ~bullbullbull _ L- 0_ wo _ 0

------- 141)1~

Jounul o(Scocncet Technology

bull bull bull

bull bull-shy-

- bull

bull

bull bullbull- -shy ---- -- _lt o~~u ~bull bull ~ ___

0 0 _ 0 bull bullbull

- -shy -shy --_ _

VoI 1(1)2002 J7 2002(1)3 -

bullbull

bull bull bull bull bull bull

JOUJlIIII of5lticK Teohoology

~

L

I

bullbullbull

~11 f -f _

~ -I I -I

bullbull - -bull

f

~

shybull bull --- _--- -- - - _

I middot I f

I I -

I It-middot bull bull bull bull bull bull bull bull bull shy--shy- -shy - - - _ -

Vol3(I)lOO2 lOOl (t)] II

Journal of~ience amp Technology

OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

Journal ofScien(e 0 TIKhl101osy

J

~I I ~-bull bull bull bull -shy

---shy --- _ - ( bullbull) _ 0 __~ _ w 01lC _ __0_

i+~

Ri $ ~-I

bull--shy--- ---shy _ _ (110) rinl or ~1I1to1o _W 0 __0 bullbullbull

Vol)(l)2002

bull bull bull bull bull bull bull bull -------

bull bull

---- ----

shyt i l

- - _ _

-L1

~ cr I

-(21) nUl ~n -_ltiv

O~ 7 __0 bullbull

~

L r ~~ - Ishy II+ft I

bull

bull -

bull ~ bull bull bull I

bull bull bull bull -I -- _ _ (22) ltI1 t ~_ _~

00 po w__0 bullbull

Vol) (I) 2002 2002(1)) ~

Journal of Science It T laquohnolOy

REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 18: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

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VoI 1(1)2002 J7 2002(1)3 -

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I It-middot bull bull bull bull bull bull bull bull bull shy--shy- -shy - - - _ -

Vol3(I)lOO2 lOOl (t)] II

Journal of~ience amp Technology

OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

Journal ofScien(e 0 TIKhl101osy

J

~I I ~-bull bull bull bull -shy

---shy --- _ - ( bullbull) _ 0 __~ _ w 01lC _ __0_

i+~

Ri $ ~-I

bull--shy--- ---shy _ _ (110) rinl or ~1I1to1o _W 0 __0 bullbullbull

Vol)(l)2002

bull bull bull bull bull bull bull bull -------

bull bull

---- ----

shyt i l

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-L1

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-(21) nUl ~n -_ltiv

O~ 7 __0 bullbull

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L r ~~ - Ishy II+ft I

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bull -

bull ~ bull bull bull I

bull bull bull bull -I -- _ _ (22) ltI1 t ~_ _~

00 po w__0 bullbull

Vol) (I) 2002 2002(1)) ~

Journal of Science It T laquohnolOy

REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 19: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

Jounul o(Scocncet Technology

bull bull bull

bull bull-shy-

- bull

bull

bull bullbull- -shy ---- -- _lt o~~u ~bull bull ~ ___

0 0 _ 0 bull bullbull

- -shy -shy --_ _

VoI 1(1)2002 J7 2002(1)3 -

bullbull

bull bull bull bull bull bull

JOUJlIIII of5lticK Teohoology

~

L

I

bullbullbull

~11 f -f _

~ -I I -I

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I middot I f

I I -

I It-middot bull bull bull bull bull bull bull bull bull shy--shy- -shy - - - _ -

Vol3(I)lOO2 lOOl (t)] II

Journal of~ience amp Technology

OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

Journal ofScien(e 0 TIKhl101osy

J

~I I ~-bull bull bull bull -shy

---shy --- _ - ( bullbull) _ 0 __~ _ w 01lC _ __0_

i+~

Ri $ ~-I

bull--shy--- ---shy _ _ (110) rinl or ~1I1to1o _W 0 __0 bullbullbull

Vol)(l)2002

bull bull bull bull bull bull bull bull -------

bull bull

---- ----

shyt i l

- - _ _

-L1

~ cr I

-(21) nUl ~n -_ltiv

O~ 7 __0 bullbull

~

L r ~~ - Ishy II+ft I

bull

bull -

bull ~ bull bull bull I

bull bull bull bull -I -- _ _ (22) ltI1 t ~_ _~

00 po w__0 bullbull

Vol) (I) 2002 2002(1)) ~

Journal of Science It T laquohnolOy

REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 20: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

bullbull

bull bull bull bull bull bull

JOUJlIIII of5lticK Teohoology

~

L

I

bullbullbull

~11 f -f _

~ -I I -I

bullbull - -bull

f

~

shybull bull --- _--- -- - - _

I middot I f

I I -

I It-middot bull bull bull bull bull bull bull bull bull shy--shy- -shy - - - _ -

Vol3(I)lOO2 lOOl (t)] II

Journal of~ience amp Technology

OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

Journal ofScien(e 0 TIKhl101osy

J

~I I ~-bull bull bull bull -shy

---shy --- _ - ( bullbull) _ 0 __~ _ w 01lC _ __0_

i+~

Ri $ ~-I

bull--shy--- ---shy _ _ (110) rinl or ~1I1to1o _W 0 __0 bullbullbull

Vol)(l)2002

bull bull bull bull bull bull bull bull -------

bull bull

---- ----

shyt i l

- - _ _

-L1

~ cr I

-(21) nUl ~n -_ltiv

O~ 7 __0 bullbull

~

L r ~~ - Ishy II+ft I

bull

bull -

bull ~ bull bull bull I

bull bull bull bull -I -- _ _ (22) ltI1 t ~_ _~

00 po w__0 bullbull

Vol) (I) 2002 2002(1)) ~

Journal of Science It T laquohnolOy

REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 21: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

Journal of~ience amp Technology

OXVGVi P[R1E1ULITY

The oIC)lerJ permeabill1) WlIJ me_red u~~M Leed ~le(2I) Remhl of OXYF penRellbihlY Me presenled in FiSUm 1910 22 lbe ~ull j 01lt concfCle the pc~liy jnlaquo=Qe 1M Ie ralio iIeltfQ$ ilh I~f ilh less redoclion lIietJ di) of CWlnl A compariWn of lhe dfecl of the ImIjlCtltun matched (urinl (Typa It and hp H) 11lt1= that SIImpln cured at pcalt hydl1llion lempetalure ( r ypo B) rcgtultcd in latlmiddotcdy higher pefmCllbilll) than those ubjeced to C1Jn~ T)Ilt The o~YII permtabhTy ~lts of OPCPFA mix fubjocled to lemperllure IMlcho-d curin (type B) are gellCllllly 10111 min those cured II 5 20 and gtSC fhc uon forh bchlourea be Iltribuced 10 the precipiation cruud by the reaction ofthc PFA Bakur (22) SIIggeslCd thll 1le plan OPe m~ prodlgtCC poorer pore stJICtUfe and iampbet permeabilny at lempcmllfl lIiggtera2OC Ie rHClion of PFA (-lid mulls in Idditiotgtal jlreCpi14tion bm~ dcnlityamp the bydralod cement paole) Ire 11$0 aoc rcd by higher hmpcnlture retultm in Iowa pcnneUrill1 aDd fi ~~ Tbe~ rempmllure aceelenled prlaquopollUOfI of realttIOn of PF A can lhorefOR c~ for phpiooaJ poor h)dnued OPe wuttures ilhin sample al Illghot lempcrat CONCLUSIONS

l1Ie upgraded y~em is an extremely ~ersalile and dau~ely inexpcnive compU comrolled clning fOf concrete In thIS cu IYJtem rest lpecl~ns eQll be cud und~r lin) ele~ued lemperalure cycle or can br Jubjlcd to l1li) predetermined CCmpelU cyclc

2 The nllCkquacy uf 20 C $tandard tunng has been hiJhliJbtcd and shown lu have IInle lllion 10 temperature muclled cunni The -SyJlem Uoed 1n be laboratory CUI abo be u$otd n pan o in full to monlOr UIC irIsiIu behamiddotiow ofstruttunl concrele initu

1 prA cuncrete las been iIIown to be I Yersatile and etllneerina IOUnci _erial capable or ochievini lIip -t1h low poroitybull t

perTnellrluy tlilsl dewlap I Icrwcr heat of ythlion iell is attnbvled 10 delay in t~ reaction or CIA

4 The err~ ofcootrnl c~1c ofCOlcrete on the COIIIptCSSive Itrength IQusity and pc11lellbility ill clearly demllfWfaled in 11 ishl or pres- JUul

VolJ(I)2002 ]0 2002 (1)3

Journal ofScien(e 0 TIKhl101osy

J

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bull bull bull bull bull bull bull bull -------

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Vol) (I) 2002 2002(1)) ~

Journal of Science It T laquohnolOy

REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 22: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

Journal ofScien(e 0 TIKhl101osy

J

~I I ~-bull bull bull bull -shy

---shy --- _ - ( bullbull) _ 0 __~ _ w 01lC _ __0_

i+~

Ri $ ~-I

bull--shy--- ---shy _ _ (110) rinl or ~1I1to1o _W 0 __0 bullbullbull

Vol)(l)2002

bull bull bull bull bull bull bull bull -------

bull bull

---- ----

shyt i l

- - _ _

-L1

~ cr I

-(21) nUl ~n -_ltiv

O~ 7 __0 bullbull

~

L r ~~ - Ishy II+ft I

bull

bull -

bull ~ bull bull bull I

bull bull bull bull -I -- _ _ (22) ltI1 t ~_ _~

00 po w__0 bullbull

Vol) (I) 2002 2002(1)) ~

Journal of Science It T laquohnolOy

REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 23: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

bull bull bull bull bull bull bull bull -------

bull bull

---- ----

shyt i l

- - _ _

-L1

~ cr I

-(21) nUl ~n -_ltiv

O~ 7 __0 bullbull

~

L r ~~ - Ishy II+ft I

bull

bull -

bull ~ bull bull bull I

bull bull bull bull -I -- _ _ (22) ltI1 t ~_ _~

00 po w__0 bullbull

Vol) (I) 2002 2002(1)) ~

Journal of Science It T laquohnolOy

REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 24: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

Journal of Science It T laquohnolOy

REFERENCES I Woolley G R od Catlftra J G (1991)~ FIII ge Sirengih [)edoplllftu of fly Ah Concrele in nlln SIItl TM Inl(flUIIIOIlal Confece on 8kndcd Cemenl in conmuction W1lIy ufSMfficld UK 2 WainHlghl P J and Tolloe~k J J A (19M3) A Tem~ratunmiddot matched Curing S)lilcm Controlkd by Mieroc puter Ma]pZ1ie of Conerele Reuarch Vol 35 No 124 ppI64middot169 3 Tolloczko J J A (19H6r Time Dependent PIOflM~s of heal Cycled slag Cement ConerclcS PhD Thesis DeparhnCllt of Ciil tn~ Univ(nily of Llaquods 4 Bogue R II ChemistI) of Ponland ccnlCII1 Reinhold New Vor~ 1155 5 Dave) N and Fox E N (19JJ) TCn~fIIUn Rise InllydratinB Concretc~ BUlichn Resh ]gta~r 10 15 Hr1SQ6 Blake) N Tem~ralUK Maldng Curing Both _An Aid 10 e~rher Formn olriking Cone~ Ma 1976 p ~5-~6 7 HarTlSon T A(lVllt Early-age crack conlol in concrete ~

ConSlructlOll hoduSIr) Resnnh and Information Associalioll London

8 Hrrlson T A (198J) The Adibal Tem~f1Ilure RSot Cuw Slrenglh -and Modulus of Same Tem~f3tun- Cycled OPC and OPCIPFA concrellt$ - Cernenl lId Concrete Report DN12059 9 Coole M J (1988) Heat Release CharDClcrislic~ of Concle ContBining GrOOlld Granulated BiaSI furnace Slag in Silllllaed LarllC PQlUO MagRzillc ofCoo crete Researth Vol 40 No 144 PI I S2-1 58 10 Morabito r Barberis r (1119)) Mea~urelMnt of Adabalic T~~rure Rise in Concretemiddot Concrete 2000 Published by E amp FN S II YO~Ol N (1985) Te~lIn8 AppamlllS for Momn Temperature Rise nc Cement A5OJCilhO of JapIlIbullbull Rc lew 12 Cost bullbull U (1971) A Sipllf~d Model of Adilbotic Calorlmet~r ~ II cementobullbull Vol 76 No2 PI 75-92 13 FontSter J A (1986) ISOlhenn1 COltlducion Caloflmetry bull Conduclion CaIormelry Mcning bull King CalieF London Programme and Abrac1S of PaptfS Londol 14 grllsh SI~dads BS4917 Pan 5(19741bull Thermocouple Reference Tablc(ly~T) London

Vol 1 (1)2002 42 2002(1)3

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002

Page 25: G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G'G BAKRI AROELRAIIIM GAAt'AR' AND CABRERA. J.G' ... C c

Journal ofSlticnce amp Technolog) UiII J r~~

IS Ctnn J G (I93S) The PorosityofCOllC~ConclCeSociay Resewh Sernin Leub 16 Bnlish Stand d Lnstiuions (1983)9S lUI Pn 1L6 McdIod or Determination of Compressive St~nglI of Conuue CIIba BSl London 17 Clbrera J G And L)1IidlIe CI (19) MeuuremealofCMoride Permeability in Su~-plicsed OPe IIKI Pozmlanic Canall MOIWI Inlernltlooll Confennoe on MtISU~mtnt Testing in Ciyeni E-i L~onpp279-29I1)-16

1amp GowriJllLin N Cabrera J G Cusens A R bull IIId Winwrlght P J (1990) Effect of Curing on Dulllbility CorKnte International pp 41 Slt 19 abmI J G (I9IS)ThClUofPuIyenerizedFaeIAihtoffoduee Ouble COllum [mproyentmmh in Conorete Ounbili~ llIomII Telford London 20 Wainwright P J Cab~ra J G Ind AIaInri A M (1992) Performance properties of pozzollllic mortars ced in hoi dry environmtnl Concrek in He( ClimBtn ProoeedlllP of the nird InltrntoNI RJLpoundM Confenna Torquay EnampJand 21 Cabrenl J G ampndL~nsdaJeCJ(1938)A_Gu~

ro Menuing die permeability of mortar and tonClm bull Mazine of Con~nCI Resew1I Vol 40 No 144 pp In 182 22 Neyenille A M 1916) Properties of Concrete Third Edition Reprinted by Longman Scientific amp Technical 23 Bakker R F M (19K) Permeability of Blended Cemenu COfICICit 1st International Coofernce on the USlt orFI~ ISh Silicamp fume Slagllld other M_nli by ProdU(tS in Concrm Montebello Canada ACI sp 79 pp58~S

4J 20021)J Voll(I)2002