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,nter Job Name Job Name mst e entered efore analysis is rn.
,nter Job Location Job Location is otional.
,nter Engineer Engineer is otional.
+he Boring Log or*sheet an e dislayed yli*ing the Boring Log tton or li*ing on the
Boring Log sheet ta at the ottom of ,0el (see
)roced#res 8 Commentar+ for Boring LogWorksheet elo).
Selet "or*ing Units ,nglish or etri nits an e seleted for enteringra data. +he or*sheet ill onvert from,nglish nits to etri nits and vie versa. +heanalysis ill atomatially se ,nglish nits forthe allations.
,nter Shaft iameter!s"
,nter isplacement #riteria isplacement #riteria defines the moili=ed end earing and side shear in either ohesionless orohesive soils as a fntion of a +i 5aaityltilier (+5) and Side Shear ltiliers(SS)6 resetively6 ased on #eese and ;9eill1?@@ (see !igres 1 throgh 4). +5 er limits(ngroted shafts) are set at 1.$ for oth ohesiveand ohesionless soils. SS er limit forohesionless soils is set at 1.$ and linearlye0traolated for ohesive soils eyond 2&. Silt isdeendent on the analysis method seleted (sand orlay). ,nd earing in limestone is deendent onthe nonfined omressive strength and erentreovery. Side shear for limestone is set at 1.$ for
,nter ead Load $actor ead Load $actor is sed to strat the eight ofthe shaft from the moili=ed aaity. +he defaltvale reflets the AASB+; <#!D 8ridge DesignSeifiations (/nterim 2$$3).
,nter End Bearing %nfluence &one +he End Bearing %nfluence &one defines the deth elo the ti of the shaft that ontrites to theend earing aaity y finding the minimm 5
p
from the soils don to the deth defined y this arameter.
(see AASB+; +ale [email protected]). +heallations aont for the to five feet hih isnonontriting.
fs is defined y the ser in the Boring Log or*sheet (+S!). +he side shear defined y theser is for that seifi elevation and derived fromload testing reslts. /f load testing reslts are notavailale6 then another method shold e seleted.
Also *non as the odified 8eta ethod. /fSP+ F 1 then
User efined fs is defined y the ser in the Boring Log or*sheet (+S!). +he side shear defined y theser is for that seifi elevation and derived fromload testing reslts. /f load testing reslts are notavailale6 then another method shold e seleted.
Most #onservative method ill rn throgh theallations for eah analysis method and se themost onservative vale.
fs is defined y the ser in the Boring Log or*sheet (+S!). +he side shear defined y theser is for that seifi elevation and derived fromload testing reslts. /f load testing reslts are notavailale6 then another method shold e seleted.
fs ' 1%2 E 71%2 E 7s1%2 E &#here: 7 is the nonfined omressive strengthof the ro* (+S!)6 7s is the slitting tensile
strength of the ro* (+S!)6 and &# is the erentreovery.
!igre 4 - +i 5aaity ltilier for determining the groted end earing aaity in ohesionless soils.
+i 5aaity ltilier at &D is e7al to thegroted aaity at &D divided y the ltimateallated end earing. +he groted aaity asdetermined from load test data (llins6 et al.62$$6 llins and "inters6 2$$46 and llins6 etal. 2$$1).
roted ,nd 8earing 5aaity6 7groted
+he groted end earing aaity for ohesionlesssoils is the allated ltimate end earing timesthe +5 (determined from !igre 4). +he grotedend earing aaity for ohesive soils is theltimate allated end earing.
Selet "or*ing Units ,nglish or etri nits an e seleted for enteredra data. +he or*sheet ill onvert from
,nglish nits to etri nits and vie versa. +heanalysis ill atomatially se ,nglish nits forthe allations. User efined vales mst eentered in the nits of +S!. Vales in the User
efined olmn ill not e onverted to S/ nits.
,nter Boring Name Boring Name is sed in the grahs foridentifiation.
,nter )round Surface Elevation )round Surface Elevation is the starting elevationof the soil oring.
,nter ,ater Table Elevation ,ater Table Elevation is the elevation of the atertale for that soil oring.
5li* Unprotect ,or-sheet (;tional) Unprotect ,or-sheet tton ill nlo* the entireor*sheet. Proteting the or*sheet ill aid indata entry y alloing the ser to Tab to the ne0tentry.
5li* .ccess +oc- #oring %nformation (;tional) +he .ccess +oc- #oring %nformation tton illallo the ser to enter data for ro* oringinformation (if aliale).
!igre I - Detailed Shaft 5aaity G rot Pressre Plot
;+,: /t shold e noted that all allations are erformed at the ottom of layers6 not the middleof layers. +his ill allate onservative valesand differ from the sers hand allations. +omitigate this effet6 ma*e layer thi*nesses small F
2ft ($.Im).
Ungroted and groted aaities ill e laed ina or*sheet designated for eah diameter ( iam 16
iam =6 and iam >). +he folloing ill einlded in eah or*sheet: No ame6 ShaftDiameter6 8oring mer6 ,levation6 UltimateSide Shear6 Ultimate ,nd 8earing6 Ultimate Shaft5aaity (Ungroted)6 oili=ed Shaft 5aaity(Ungroted and roted)6 and rot Pressre.
+he oili=ed Shaft 5aaity (Ungroted androted) and rot Pressre ill e grahedverss ,levation ( iam1 *lot 6 iam= *lot 6 and
iam> *lot ). An e0amle lot (!igre I) shosload imrovement6 length imrovement6 re7iredgrot ressre for imrovement6 and grah details.
llins6 A. .6 "inters6 D.6 Sto*es6 .6 and <eis6 5.<. (2$1$) O,nd 8earing ,nhanement via Post5onstrtion Preload % #eload US C6I163$2 82.
AASB+;6 1??@. L+$ Bridge esign Specifications. U.S. Units6 2nd ,dition6 Amerian Assoiation ofState Bighay and +ransortation ;ffiials6 "ashington6 D.5.
Armor6 +.6 rone*6 P.6 eeley6 N.6 and Sharma6 S. (2$$$)6 Oiroile Design and 5onstrtionidelines /mlementation anal Priority +ehnologies Program (P+P) Proet6 #eort o. !B"A-SA-?C-$C$6 U. S. Deartment of +ransortation !ederal Bighay Administration6 <ean6 Virginia.
AS+ D-1143-?@6 (1??@)6 OStandard +est ethod !or Piles Under Stati A0ial 5omressive <oad6Annal 8oo* of AS+ Standards6 Part 2$6 Philadelhia6 PA.
8a*er6 ". B.6 (,d) (1?@2)6 OProeeding of the 5onferene on roting in eotehnial ,ngineering6Amerian Soiety of ,ngineers6 Denver6 5olorado.
8a*er6 A.5. and 8roadri*6 #.<.6 (1??C)6 O5omation roting6 a tenty year date and a vision for the21st entry6 Proeedings !lorida%Soth !lorida Setion Annal eeting6 5learater6 !<6 Setemer.
8olognesi6 A. N. <. and oretto6 ;. (1?C3) OStage roting Preloading of <arge Piles on SandProeedings of @th /5S!,6 oso.
8ron6 D. and Dre6 5. (2$$$). OA0ial aaity of ager dislaement iles at Arn University.eoDenver 2$$$ Te +ehnologial and Design Develoments in Dee !ondationsR6 eotehnialSeial Pliation6 o. 1$$6 .3?C-4$36 #eston6 VA.
8ron6 D.A. and Vinson6 N. (1??@). O5omarison of strength and stiffness arameters for a Piedmontresidal soil. eotehnial Site 5harateri=ations6 Proeedings of the !irst /nternational 5onferene on
Site 5harateri=ation6 Atlanta6 A6 Aril.
8re6 D.A. (1?@I)6 O,nhaning the erformane of large diameter iles y groting6 Parts 1 and 26rond ,ngineering6 ay and Nly6 resetively.
8re6 D. A.6 fer6 P. N.6 and +rilett6 #. ,. (1??). O ,nhanement of 5aisson 5aaity y iro-!ine5ement roting - a #eent 5ase Bistory AS5, Seial Pliation C6 Verifiation of eotehnialroting.
Dhir6 V. .6 (1?@4) Oroting to save money6 lf 5onstrtion6 Nly.
Domone6 P. <. N.6 and Nefferis6 S. A. (1??4)6 OStrtral rots6 5haman and Ball6 e or*6 e or*.
5arter6 N.P. and lhay6 !.B.6 1?@C. Analysis and Design of !ondations So*eted into #o*. #esearh#eort 14?3-46 eotehnial ,ngineering ro6 5ornell University6 /thaa6 e or*.
Da6 S. D. (2$$2). OPressre roting of Drilled Shafts in Sands. Ph.D. Dissertation6University of Soth !lorida6 +ama6 !lorida.
Da6 S.6 and llins6 .6 (2$$2). OPressre-roting Drilled Shaft +is: !ll-Sale #esearh/nvestigation for Silty and Shelly Sands6 Dee !ondations 2$$2: An /nternational Persetive on +heory6Design6 5onstrtion6 and Performane6 AS5, eo /nstitte6 SP o.11I6 Vol. /6 . 33-3$.
Da6 S.D. (1??@). O/ntervies ith engineers dring load testing on the y +han 8ridge. e*ongDelta6 Vietnam.
Davidson6 N.<. and altsy6 N.P. (1??@). OStandard Penetration +est (SP+) ,nergy +esting. Presentationgiven to the !lorida Deartment of +ransortation6 ;toer.
Day6 . (1??)6 5onrete i0 Design6 Qality 5ontrol and Seifiation6 Seond ,dition6 ,G! SP;6 e or*.
Dnniliff6 N. (1?@@)6 Oeotehnial /nstrmentation for onitoring !ield Performane6 "iley-/ntersiene6 e or*.
!B"A6 1??@. <oad and #esistane !ator Design (<#!D) for Bighay 8ridge Sstrtres. U.S.Deartment of +ransortation6 Pliation o. !B"A B/-?@-$32.
!lemming6 ". . . (1??3) O+he /mrovement of Pile Performane y 8ase roting Proeedings of the/nstittion of 5ivil ,ngineers6 <ondon.
ovenot6 D. and aia06 !. D. (1?C)6 OA ne fondation tehni7e sing iles sealed y onrete nderhigh ressre6 Proeedings6 Seventh Annal ;ffshore +ehnial 5onferene.
lhay6 !.B. and ayne6 P.". (1??$). anal on ,stimating Soil Proerties for !ondation Design.,letri Poer #esearh /nstitte6 Palo Alto6 5alifornia.
<ittleohn6 . S.6 /ngle6 N.6 Dadasilge6 . (1?@3) O/mrovement in 8ase #esistane of <arge DiameterPiles !onded in Silty Sand Proeedings6 ,ighth ,roean 5onferene on Soil ehanis and!ondation ,ngineering6 Belsin*i6 ay.
<i==i6 !.6 Viggiani6 5.6 Vinale6 !. (1?@3) OSome ,0eriene ith Pre-<oading 5ells at the 8ase of <argeDiameter 8ored Piles Proeedings of the Cth Asian #egional 5onferene on Soil ehanis and!ondation ,ngineering6 Baifa6 /srael
<ogie6 5. V. (1?@4) ODrilled Pier !ondation #ehailitation Using 5ement roting A5/ Pliation SP-@36 /nnovative 5ement roting.
ayne6 P.".6 8ron. D6 Vinson6 N.6 Shneider6 N.A.6 and !in*e6 .A. (2$$$). OSite harateri=ation ofPiedmont residal soils at the ,S6 ;eli*a6 Alaama. A2 Seialty 5onferene on PerformaneVerifiation of 5onstrted eotehnial !ailities6 eotehnial Seial Pliation6 o. ?36 1I$-1@6Amherst6 A.
eyerhof6 ..6 1?CI. 8earing aaity and settlement of iled fondations. Proeedings of theAmerian Soiety of 5ivil ,ngineers6 +36 . 1?C-22@.
oai6 .S.6 and Dffin6 . N. (1??1) O<arge Diameter6 #o* So*et6 8ase roted Piles in 8ristolProeedings of the 4 /nternational 5 th onferene on Piling and Dee !ondations6 Stresa6 /taly6 Aril
llins6 .6 Ashmay6 A.6 and arin6 ,.N. (2$$3). O+he /nflene of "ater +ale in Drilled Shaft5onstrtion - Phase / !inal #eort6 Draft #eort smitted to !lorida Deartment of +ransortation6Nly.
llins6 .6 "inters6 D6 and Da6 S.6 (2$$@). O5losre to Prediting ,nd 8earing 5aaity of Postroted Drilled Shafts in 5ohesionless Soils AS5, Nornal of eotehnial and eo,nvironmental,ngineering6 Vol. 1346 o. 36 . 413.
llins6 .6 "inters6 D.6 and Da6 S. (2$$I). OPrediting ,nd 8earing 5aaity of Post roted DrilledShafts in 5ohesionless Soils AS5, Nornal of eotehnial and eo,nvironmental ,ngineering6 Vol.1326 o. 4. . 4C@-4@C .
llins6 . (2$$3). Oe Design ethod ives Drilled Shafts a 8oost6 !eatred +ehnial Artile6 Dee!ondations aga=ine6 Dee !ondation /nstitte6 Bathorne6 N.
llins6 . and ;Reill6 . (2$$3). OPressre roting Drilled Shaft +is: A !ll-Sale <oad +estProgram6 !inal #eort smitted to +e0as Deartment of +ransortation for A.B. 8e*6 /n. ay6 1I .
llins6 .6 hard6 .6 and hori6 8. (2$$3). OPost roted Drilled Shafts: A 5ase Bistory of +hePA 8olevard 8ridge Proet6 Proeedings of the Dee !ondations /nstitte 2@th Annal 5onferene
llins6 .6 Da6 S.6 and <ai6 P.6 (2$$$). OPressre roting Drilled Shaft +is in Sand. e+ehnologial and Design Develoments in Dee !ondations6 Dennis6 . D.6 et al. (ed.)6 AS5,6 eo/nstitte6 SP Vol. 1$$6 1-1C.
llins6 . (1???). O/ntervies ith engineers dring load testing on the +aiei !inanial 5enter. +aiei6
;Reill6 .". (2$$2). ODisssion and 5losre of TSide #esistane in Piles and Drilled Shafts. Nornal ofeotehnial and eoenvironmental ,ngineering6 ay6 Vol. 12@6 o. 6 .44I-4$.
;9eill6 .". and Bassan6 ..6 1??4. Drilled Shafts: ,ffets of 5onstrtion on Performane andDesign 5riteria. Proeedings of the /nternational 5onferene on Design and 5onstrtion of Dee
Piione6 .6 5arletti6 .6 and Diamanti6 <. (1?@4) Othe Piled !ondations of the Al a=ira Botel in 5airoProeedings of the /nternational 5onferene on Advanes in Piling and rond +reatment for !ondations6
/nstittion of 5ivil ,ngineers6 <ondon6 U.
#amahandran6 V. S. (1??)6 O5onrete Admi0tres Bandoo*6 Proerties6 Siene6 and +ehnology6Seond ,dition6 oyes Pliation6 Par* #idge6 e Nersy.
#eese6 <.5. and ;9eill6 .".6 1?@@. Drilled Shafts: 5onstrtion and Design. !B"A6 Pliation o.B/-@@-$42.
Shneider6 D./. (1???). An /ntrodtion to Programming Using Visal 8asi I.$ !orth ,dition. PrentieBall6 Uer Saddle #iver6 e Nersey.
#i0om6 #.6 and ailvaganam6 . (1???)6 O5hemial Admi0tres for 5onrete6 +hird ,dition6 #otledge6 e or*6 e or*.
Santosossa6 .6 #i==i6 .6 Diamanti6 <. (1??1) O5onstrtion of Pile !ondation of the Postal 5itadel inthe Diretion 5enter of ales Proeedings of the 4th /nternational 5onferene on Piling and Dee!ondations6 Stresa6 /taly6 Aril
Sedran6 . (1???) O,0erimental and Analytial Stdy of a !rstm 5onfining Vessel6Dotoral Dissertation6 aster University6 Bamilton6 ;6 Setemer.
Sliins*i6 L. N.6 and !lemming6 ". . . (1?@4) Othe /ntegrity and Performane of 8ored PilesProeedings of the /nternational 5onferene on Advanes in Piling and rond +reatment for !ondations6/nstittion of 5ivil ,ngineers6 <ondon6 U.
Sliins*i6 L. N.6 and Philot6 +. A. (1?@$) O5onditions for ,ffetive ,nd 8earing of ored 5ast in SitPiles Proeedings of #eent Develoments in the Design and 5onstrtion of Piles6 /nstitte of 5ivil,ngineers6 <ondon6 U
Sto*er6 .!. (1?@3)6 O+he inflene of ost groting on t he load earing aaity of ored iles6Proeedings6 ,ighth ,roean 5onferene on Soil ehanis and !ondation ,ngineering6 Belsin*i6 ay.
+oma6 !.+. and #eese6 <.5.6 1?C4. 8ehavior of 8ored Piles in Sand. Nornal of the eotehnial,ngineering Division6 Amerian Soiety of 5ivil ,ngineers6 Vol. 1$$6 o. +C6 . C4?-CI1.
+roghton6 V. . and Platis6 A.(1?@?) O+he ,ffets of 5hanges in ,ffetive Stress on a 8ase roted Pilein Sand Proeedings of the /nternational 5onferene on Piling and Dee !ondations6 <ondon6 U6 ay.