This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
CE &''0 8E#EC"NIC*L EN8INEE$IN83I &3'3'5 & Credits
I. Introduction ; Nature of Soil< !2ase $epresentation and $elations2ips6ntrod'ction to partic'late behaio'r F Three5phase syste! F B soil solids: water and air
4asic deinitions and 'nctional relationships F 5 %peciic graity Goid ratio Porosity water
content Unit ,eights 3ensity F 5 b'l-: dry: sat'rated: s'b!erged and nat'ral 3egree o
sat'ration 3ensity inde %tr'ct're o soil soil tet're %i>e: range and shapes o indiid'al soil particles ield identiication o soils
II. Inde= !roperties and Soil ClassificationParticles si>e distrib'tionF %iee analysis distrib'tion c're characteristics grain si>e
analysis or ine5grained and !ied soils 'se o hydro!eter Consistency li!its and indicesActiity and %ensitiity o clays
Classiication o %oilsF 3escriptie: based on soil type by origin by str'ct're Tet'ral:
Uniied and 6ndian %tandard Classiications
III. Soil 9oisture $elations2ip ; Capillarit7< !ermeabilit7 and SeepageCapillarity in soils &ree and adsorbed water Per!eability o soilsF 3arcy@s +aw
3eter!ination o coeicient o per!eability by constant head alling head tests:Per!eability o stratiied soil deposits &actors aecting per!eability
%eepage AnalysisF Head: $radient Potential: %eepage press're Two di!ensional low
5 +aplace e;'ation Phreatic line in Earth da!s $raphical !ethod o low net constr'ctionFor low below sheet piles: earth da!s with or witho't core ilter %eepage discharge across
hydra'lic str'ct'res Piping &low net B electrical analogy
Pore water press're and the concept o eectie stress 'ic- sand condition
I1. Compressibilit7< Compaction and Consolidation3ierence between Co!paction and Consolidation Co!paction tests F %tandard and
"odiied Proctor &actors aecting co!paction &ield co!paction !ethods and control=ne5di!ensional consolidation B spring analogy Ter>aghi@s theory o one5di!ensional
consolidation Consolidation o 'ndist'rbed re!o'lded soils +aboratory consolidation
test B analysis and res'lts Coeicient o ol'!e change: Coeicient o consolidation:Co!pression inde: 3egree o consolidation %econdary consolidation
1. Eart2 !ressure 2eor7Plastic e;'ilibri'! in soil B actie passie cases Actie earth press're B 9an-ine@s
Theory Actie passie earth press're o cohesie soil 9an-ine@s actie thr'st by trialwedge Co'lo!b@s wedge theory B 9ebhann@s constr'ction C'l!ann@s constr'ction
1I. S2ear Strengt2"eas're!ent o shear strength B Unconined strength test 3irect shear testsGane shear
test and Triaial tests B strain5controlled tests Concepts o both Unconsolidated and
Consolidated %peci!ens s'b?ected to shear witho't drainage (with or witho't pore water press're !eas're!ent) drained shear "ohr strength enelopes or Total and Eectie
stresses "ohr5Co'lo!b ail're theory
1II. Stabilit7 of Slopes%tability analysis o inite ininite slopes Types o slope ail'res "ethods o analysis
or slope stability B !ethod o slices 4ishop@s si!pliied !ethod &riction circle !ethod
CE &''- B:ILDIN8 9*E$I*LS > C#NS$:CI#N &3'3'5 & Credits
I. Building Stones5 Garieties o 6ndian %tones: 'arrying blasting: 3ressings o stones:
Characteristics o good b'ilding stones: %late: "arble: Artiicial stones: %tonePreseration
II. Bric?s and iles5 Constit'ents o bric- earth and their properties: "an'act're o bric-s: Cla!ps Dilns: Types o bric-: 3eects in bric-s: Tests on bric-s "osaic and
Cera!ic tiles B !an'act're and adantages
III. Limes< Cements > 9ortar5+i!e B Types: properties and 'ses
Ce!ent B Co!position: Garieties: Properties: "ethods o !an'act're Tests on
ce!ent
"ortar5 +i!e !ortar: Ce!ent !ortar: %'r-hi !ortar: "'d !ortar: %tabili>ed !'d!ortar: $yps'! and plaster o paris: Hydra'lic !ortar: P'>>olona !ortar
I1. imber< 9etals and *llo7s5 Garieties o 6ndian ti!ber: Characteristics and s'itabilityor dierent 'ses: 3eects in ti!ber: 3iseases and decay in ti!ber: Preseration and
%easoning: Geneers: &iber boards: 4loc- boards
1. !lanning for Construction5 %ite Preparation: +ayo't or b'ilding: Earthwor-
antiter!ite and other pests treat!ents site oice and !aterial storage Constr'ction o
ario's b'ilding co!ponents B &o'ndation: %'perstr'ct're: 9oos and &loors o dierent types and their constr'ction proced'res %erices in b'ildings F pl'!bing:
water s'pply and electrical it'res Ho'se 3rainage F &loor slopes or eicient
drainage 3rainage ro! roo tops and aro'nd b'ildings 3rainage Plans and water haresting !eas'res
1I. Load3Bearing @alls5 Types o walls: 3esign considerations Caity wallsF6ntrod'ction: $eneral eat'res and constr'ction Partition wallsF 4ric-: Concrete and
$lass partitions 3a!p ProoingF Ca'se and eects o da!ping !aterials and !ethods
or 3a!p Prooing B
3 P C treat!ent
1II. Bric? and Stone Construction5 %tone and 4ric- !asonryF dierent types with
s-etches ecessity o 4onds 3ierent types o 4onds 3einitions B 'oin: header:stretcher: closer: rog: etc: "iing o !ortar: Preparing 4ric-s and tiles or laying:
c'ring o !asonry wor-
Concrete Construction5 4atching o !ies casting process: co!paction and c'ringre;'ire!ent o !i design and casting o test c'bes B re!oing c'bes ro! !o'lds and
c'ring or strength tests bar5bending e;'ip!ents and preparation o reinorce!ent or 9 C C wor-s
separation and its control: drag and lit: drag on a sphere : a two di!ensional cylinder:and an aerooil: "agn's eect
1II. Dimensional *nal7sis and "7draulic Similitude53i!ensional analysis: 4'c-ingha!s Pi theore!: i!portant di!ensionless n'!bers
and their signiicance: geo!etric: -ine!atics and dyna!ic si!ilarity: !odel st'dies
$eferences5
i %DAgarwalF &l'id "echanics "achinery:T"H
ii H'nter 9o'se: Ele!entary "echanics o l'ids: Iohn ,iley %onsiii 6H%ha!es: "echanics o &l'ids "c$raw Hill:i 3r3% D'!ar: &l'id "echanics and &l'id Power Engineering: %D Dataria and
Types o ce!ent and their characteristics ingredients o concrete Aggregates ;'ality and
grading B coarse and ine aggregates Concrete types and their co!position F 'se in dierent
str'ct'ral 'nits law o water5ce!ent ratio co!paction re;'ire!ent addities and
ad!it'res Tests on ce!ent and concrete design o !i proportions by ineness !od'l'sand trial !i !ethods 9einorce!ents B types o reinorce!ent and their properties
II5 Limit State 9et2od of Design5
3esign concepts: li!it state o sericeability characteristic strength o !aterials
characteristic loads actored !o!ent partial saety actors stress5strain relationship or concrete and steel stress bloc- para!eters li!it state o collapse or le're singly and
do'bly reinorced rectang'lar and Tee bea!s
III5 Limit state design for S2ear< Bond and orsion5
%hear reinorce!ent in or! o ertical stirr'ps and bent5'p bars shear strength o concrete
!ini!'! shear reinorce!ent deelop!ent length design or torsion reinorce!ent
I15 Design of Slabs5
=ne way and two way slabs circ'lar slabs
15 Design of Columns5
%hort aially loaded col'!ns helical reinorce!ent col'!ns with aial load and
'niaialbiaial bending interaction charts as per %P B 1.
1I5 Design of 6oundations5
6solated col'!n ootings o s;'are: rectang'lar and circ'lar shapes co!bined ooting stripooting
1II5 Design of Staircases5
Types o staircases design o doglegged and open5well types
$eferences5
i 9einorced Concrete by 3r 4C P'n!ia
ii 9einorced Concrete by "alli- and $'pta
iii 9einorced Concrete by Ga>irani and 9atwani
i 9einorced Concrete by % Uni-rishna Pillai and 3edas "enon
1. 9anagement tec2niues5CTP": PE9T and 4A9 CHA9T6$ with partic'lar reerence to 4'ilding Constr'ction
PE9T 5 Ti!e co!p'tations: Earliest epected ti!e and its or!'lations: +atest allowable
ti!e and its co!p'tation CP" 5 etwor- Analysis: Planning: sched'ling and control %tart
and inish ti!es o actiity E%T: E&T: +%T and +&T &loat and Total &loats: &ree loats:6ndependent loats: 6nterering loats Per5critical: %'b5critical: Critical Actiities: PE9T
networ- Analysis:
%lac- positie: egatie: Jero slac-s and Critical Paths in etwor-
CE 4''& $*NS!#$*I#N EN8INEE$IN83II &3'3'5 & Credits
I. Introduction5History and deelop!ent o 6ndian 9ailways: ,ater transportation and Air transport:
Adantages and disadantages o each
II. $aila7 Engineering5+ocation s'reys and align!ent: Per!anent way: $a'ge: Coning o ,heels: &'nction o 9ails: Type o 9ail sections: wear on 9ails: 9ail &ail'res: 9ail law detection: Creep o 9ails:
9ail Ioints: &'nction o sleepers: Types o sleepers: sleeper density: 4allast: 9ail &it'res and
&astenings: &or!ation and %'bgrade: &ail'res in rail e!ban-!ent and !eas'res
III. 8eometric Design of $ail rac?s5Cross5sectional Ele!ents o a railway tract: Hori>ontal c'res: %'per5eleation or Cant:
CE 4''- 8E#EC"NIC*L EN8INEE$IN83II &3'3'5 & Credits
I. Site Investigation and subsoil e=ploration5"ethods o soil eploration Planning a s'bsoil eplorationF '!ber o boreholes and depths
o eploration or ario's types o wor-s &ield TestsF %tandard penetration test 3yna!ic
and %tatic cone penetration tests Gane shear test %oil sa!plers collection o soil sa!ples
II. Stress Distribution in Soil 9edia and Settlement 5%tress 3istrib'tionF 4o'ssines;@s and ,estergaard@s e;'ations: Press're distrib'tion
diagra!: ew!ar-@s inl'ence chart Contact press're below o'ndations B%teinbrenner@scoeicients %ettle!ent o o'ndations F Elastic: Consolidation and Creep settle!ents Total
and 3ierential settle!ents 9ate o settle!ent: 6 % Code li!itations or dierent str'ct'res
%ettle!ent calc'lation ro! consolidation characteristics and 'sing 5al'es
III. Bearing capacit75Ter!inologyF Ulti!ate and %ae 4earing Capacities Allowable 4earing Press're $ross and
et 4earing Capacities et %oil press're or a speciied settle!ent 4earing capacity ro!
e;'ations o Ter>aghi: %-e!pton: 4rinch Hansen and "eyerho 6 % Code o Practice
4earing capacity ro! 5al'es Eect o gro'nd water table Plate +oad testF Proced're:
+i!itations and deter!ination o per!issible bearing capacity or ootings in sand and claysoils
Eccentrically loaded ootings B 'se'l width concept
I1. S2allo 6oundations5Type o o'ndationsF 6solated and co!bined ootings 9ats o'ndations Proportioning o
ootings or een settle!ent
1. !ile 6oundation5
Types o piles Pile constr'ction +oad carrying capacity o piles F 3yna!ic andstatic
&or!'lae Elastic analysis o single aially loaded pile $ro'p action and eiciency
Underrea!ed pile o'ndation 6ntrod'ction to +aterally loaded piles and 4atter piles egatie s-in riction B ca'se and preention o n s eect on piles actor o saety o pile
s'b?ected to negatie s-in riction Pile load tests F 'lti!ate: ro'tine: ertical and hori>ontal
I 8round 9otion during Eart2ua?es5%eis!ology: %eis!ic Joning "ap: Characteristics and %t'dy o %trong "otion Types o
,aesF P5: 95 and %5waes Epicenter: Hypocenter: +ocating Epicenter Ter!inologies 5!agnit'de: intensity and !eas're!ent: 9ecord o notable earth;'a-es
II D7namics of Structures5Unda!ped syste! %prings in parallel or in series ewton@s laws o !otion 3@ Ale!bert@s
principle 3yna!ic e;'ation o !otion %ol'tion o dyna!ic e;'ation o !otion or critically: oerda!ped and 'nderda!ped syste! +ogarith!ic decre!ent &ree and orced
ibration 9esponse o single 3=& syste! to har!onic loading
III ime domain solution of d7namic euation of motion and response spectra5Central dierence !ethod ew!ar-@s aerage acceleration !ethod Constr'ction o
response spectr'! Tripartite response spectr'! 9esponse spectr'! or elastic design
I1 6ree and forced vibration of s2ear buildings5 at'ral re;'ency and nor!al !odes =rthogonality properties o nor!al !odes "odal
s'perposition !ethod 9esponse o a shear b'ilding to base !otion
1 !2ilosop27 of Eart2ua?e $esistant Design of $ C Buildings5Concepts Eect o Gibration on %tr'ct'res 4asics o Earth;'a-e 9esistant 3esign
Architect'ral consideration in 3esign o 4'ildings to resist earth;'a-es strong col'!n5wea- bea! principle 3'ctility consideration in Earth;'a-e 9esistant 3esign
1I Eart2ua?e $esistance consideration for $ C Buildings as per IS /&3,'',56% 1/<#52002 B 46% code proisions 3esign +ateral +oad B deter!ination on Code
Proced're 6nill wall consideration in %eis!ic Analysis "athe!atical !odeling and
%tepwise Proced're or Analysis
1II Seismic Evaluation and $etrofitting of Buildings5Proisions or 6!proing Peror!ance o non5engineered "asonry Constr'ction 9etroitting
%trategies o 9 C and "asonry 4'ildings Practical Approach towards %eis!ic Eal'ation o
9 C 4'ildings 3escription o &or! .
$eferences5
i A$A9,A+ PADAI and %H96DHA3E "A6%H F Earth;'a-e 9esistant 3esign o %tr'ct'res: Prentice5Hall (200.)
ii C=4U9 A39E, and %PECE9 9=46 F Earth;'a-e Protection: Iohn ,iley
iii CH=P9A A D F 3yna!ics o %tr'ct'res B Theory and Applications to Earth;'a-eEngineering: Prentice Hall
i 6% F 1/<# 5 2002: 6ndian %tandard Criteria or Earth;'a-e 9esistant 3esign o %tr'ct'res F
Part 6 B $eneral Proisions and 4'ildings
i 6% F 1#<2051<<#: 6ndian %tandards $'ide to Practice or 3'ctile 3etailing o 9einorcedConcrete %tr'ct'res %'b?ected to %eis!ic &orces
CE -''& I$$I8*I#N EN88 *ND "%D$#L#8% &3'3'5 & Credits
I. Irrigation !rinciples and !ractices5
6ntrod'ction: ecessity: Adantages and disadantages o irrigation: Classiication:
"ethods o irrigation: %oil B water 5 crop and their relationship: &re;'ency o irrigation
II. @ater $euirement of Crop5
=pti!'! 'se o water: &actors aecting water re;'ire!ent o a crop: 3'ty: 3elta and
base period and their relationship: Cons'!ptie 'se: irrigation eiciency
III. 6lo Irrigation5
Classiication o canals: Canal align!ent: &low in all'ial channels: 3esign o
channels or !ai!'! per!issible elocity: Dennedy@s silt theory and design o channels on its basis: +acey@s silt theory and regi!e e;'ations: 3esign o channels
CE -''- C#9!:E$ *IDED S$:C:$*L DESI8N &3'3'5 & Credits
I5 "atri analysis techni;'es: %yste! o linear algebraic e;'ations: $a'ss eli!ination!ethod: Choles-y deco!position !ethod: 6ll5conditioned and well conditioned syste!s
II5 &leibility !ethod: %yste! approach o leibility !ethod: "e!ber approach o leibility !ethod: E;'ialent ?oint loads: %ol'tion o a tr'ss: bea! and ra!e proble!s
deriation o ele!ent stiness !atrices or tr'ss: bea! and ra!e !e!ber: asse!blage o ele!ent stiness !atrices: sol'tion o a tr'ss: bea! and ra!e proble!
I15 6ntrod'ction to &E": 6ntrod'ction to basic e;'ations o theory o elasticity: Constit'tierelations: potential energy approach: principle o !ini!'! potential energy: 9ayleigh59it>
principle: ,eighted resid'al !ethods: $aler-in@s !ethod: 'se o 9ayleigh59it> principle and
theore!: wea- or!'lation o a strong or! o an e;'ation: E'ler54erno'lli e;'ation:
Essential and nat'ral bo'ndary condition: 'nctional: b'ilding the epression o potentialenergy ro! the original strong or! o the e;'ation
1I5 3escription o dierent types o ele!ents: 6sopara!etric: s'b5para!etric and s'per5 para!etric or!'lation: proced're to b'ild shape 'nctions o one di!ensional: two
di!ensional ele!ent (# noded triang'lar ele!ent: o'r noded isopara!etric ele!ent): Use o
+agrange interpolation 'nction to ind the epression or shape 'nctions
1II5 3eriation o stiness !atri or one di!ensional tr'ss and bea! ele!ent ollowing
direct potential energy !ethod: deriation o stiness !atri or o'r nodded isopara!etric;'adrilateral ele!ent ollowing direct potential energy !ethod: deriation o !atri
characteristic e;'ations or a onetwo di!ensional proble! ollowing $aler-in@s !ethod:
'!erical integration !ethods ($a'ss ;'adrat're techni;'e): 6np'ts or a general &E
progra!: bandwidth !ini!i>ation
$eferences5
i 6ntrod'ction to &inite ele!ents in engineering !ethod by T Chandr'patla and 94eleg'nd':
ii &inite ele!ent analysisF Theory and progra!!ing by C % Drishna!'rthy
iii 6ntrod'ction to &inite Ele!ent "ethod by I 9eddyi Concepts and applications o inite ele!ent analysis: th edition by 9 3 Coo-: 3 %
CE -'' B$ID8E EN8INEE$IN8 > :NNELLIN8 &3'3'5 & Credits
I. Introduction
3einition: 6!portance o bridge: Co!ponents o 4ridge: Classiication o 4ridges 2 %itesection: Preli!inary data to be collected: Preli!inary drawings5 3eter!ination o 3esigndischarge B +ineal waterway: Econo!ical span: +ocation o piers and Ab't!ent: Gerticalclearance aboe H&+: %'b5soil eploration5 %co'r depth: traic pro?ection: 6nestigationreport: preparation o 3etailed Pro?ect 9eport (3P9) o bridges choice o bridge type:'ality ass'rance or bridge pro?ects #
II. Loading Standards for $oad Bridges 5
Eol'tion o 4ridge loading standard as per releant 69C speciication ie 3ead load 69C
standard lie load: 6!pact eect: Application o lie loads on dec- slabs: ,ind load:+ongit'dinal orces: Centri'gal orces: Hori>ontal orces d'e to water c'rrents: 4'oyancy
c'lert: T5bea! bridge s'perstr'ct're: 3esign o 3ec- %lab: Ab't!ent: Piers: ,ing wall:etc 4rie 6ntrod'ction to rigid ra!e: Arch and 4owstring girder bridges
Pretension and post tensioned concrete bridges: prestressed concrete T5bea! bridge
s'perstr'ct're
III. Bridge Bearings
6ntrod'ction 'nction o bearings: 4earings or steel bridges and concrete bridges: 4earing
or contin'o's span bridge: 69C proisions or bearing: "aterial speciications: Types o
bridge o'ndations: general design criteria and !ethods o constr'ction F =pen o'ndation:
Caisson o'ndations B =pen: "onolith: Pne'!atic and 4o or &loating types: 3rilledcaissons: Pier o'ndations: Pier osing
I1. I.8. Construction< $epair< $e2abilitation of Bridges 5
6ntrod'ction to constr'ction o o bridges and !aintenance: 6nspection o bridges: Types o
ail're in bridges: "aintenance and 9ehabilitation o bridges: Protectie and Training ,or-sat 4ridge sites
1.:NNEL EN8INEE$IN8. Introduction5
$eneral Aspects: Classiication: 3einitions and P'rpose o T'nnels: Adantages and
3isadantages: Conditions aorable or T'nnel constr'ction: Econo!ics
1I. unnel *lignment
+ocation o centre line on gro'nd: %'reying: Preli!inary eploration: Approaches toT'nnels: T'nnel align!ent and grade: %i>e and Cross5section o T'nnels: 3esign and
Constr'ction o Portals: Geriication o T'nnel Cross5sections: Types o 3rills: %election o
3rilling E;'ip!ent and 3rilling Pattern: Types o Eplosies and 9e;'ire!ent: 3etonators
and Triggering operation: 4lasting techni;'es
1II. 8eotec2nical *spects and unneling #perations5
$eotechnical Eploration or Proile and at're o 9oc- Planning operation B '!ber o Entrances and se;'ence o operations in driing o t'nnels T'nneling "ethods F Hard roc-:
%ot soils: Choice o "ethod o Constr'ction: $ro'nd %'pport: Co!pressed Air t'nneling
Adantages: Classiication o %hats: +ocation and %i>e o %hats in 9oc-s: %hat %in-ing in%ot %oils: Protection aro'nd %hat =penings and %hat %'pport =b?ects o T'nnel
Gentilation: "ethods o Gentilation: Air 9e;'ire!ent and Air Conditioning: +ighting and
3rainage o T'nnels Preca'tions in Handling and %toring Eplosies: %aety 9e;'ire!entsd'ring 4lasting =peration and d'ring T'nneling
$eferences5
i G6CT=9 3 I F Essentials o 4ridge Engineering
ii D96%HA 9AIU F 3esign o 4ridgesiii A+$6A I % F 4ridge Engneeringi %966GA%A 9 F Harbo'r: 3oc- and T'nnel Engineering
I. Cla7 9ineralog75Clay !ineralsF !olec'lar str'ct're o clay !inerals: ato!ic !olec'lar bond: adsorbed
and do'ble layer water %tr'ct're o clay in depositsF honey5co!bed: locc'lated dispersed str'ct'res
II. Drainage > Deatering53itches s'!ps: ,ell point syste!: %hallow well syste!: 3eep well drainage: Electro5
os!osis !ethod: Protectie ilters
III. S2ear Strengt25Use o stress path in triaial test B Undrained drained tests or C =C clay
sa!ples Elastic Plastic deor!ation: yielding: hardening and plastic low: Elastic
Elasto5Plastic behaio'r:
I1. Critical State Soil 9ec2anics 56ntrod'ction: Critical %tate line: 9oscoe and Horsle s'races: Critical state bo'ndary B
6nterpretation and signiicance
1. Bul? 2ead > Cofferdams5Classiication B cantileer sheet pile wall in cohesionless and in cohesie soils
Anchored b'l-heads B &ree5earth and ied earth concepts 3esign aspects
1I. S2aft< unnels > Conduits 5%tress distrib'tion in the icinity o shat: %tress distrib'tion aro'nd t'nnels: arching in
soils Classes o 'ndergro'nd cond'its: loads on cond'its
1II. 8eoenvironmental Engineering 5
%o'rces o 'ndergro'nd conta!ination and transportation: site characterisation:re!ediation !ethods: Eniron!ental $eotechnologyF "anage!ent o solid waste:
landills: lyash !anage!ent
$eferences5
i +E=A93% $ A F &o'ndation Engineering: "c$raw Hill
ii %C=TT 9 & F %oil "echanics
iii $A9$ %D B %oil "echanics &o'ndation Engineering
II Disaster $is? $eduction and !2ases of Disaster 9anagement"itigation: preparedness: response: recoery: rehabilitation: co!!'nity capacity b'ilding:
disaster ris- red'ction by ed'cation: inor!ation and p'blic awareness: role o goern!ent indisaster !anage!ent
III Eart2ua?e%tr'ct're o earth: plate tectonics: ca'ses o earth;'a-e: epicenter: hypocenter: !agnit'de
and intensity: isoseis!als: dierent types o earth;'a-e waes: seis!ic >oning o 6ndia:
str'ct'ral or! and earth;'a-e resistance: plan and shape o b'ildings: sot stories:slenderness li!itations: strong col'!n5wea- bea! theory: base isolation B dierent
techni;'es: soil response to earth;'a-e: site selection: li;'eaction B its ca'ses and re!edial!eas'res: retroitting o str'ct'res: 'se o 6% codes
I1 sunami and C7cloneTs'na!i: The process o triggering waes: dyna!ics o ts'na!i waes: !anage!ent o
ts'na!i disaster Cyclone: !a?or location o occ'rrence: intensity o classiication: cyclone resistant design:
!anage!ent and !itigation
1 6lood and Droug2t&lood: types o lood: eects o lood: lood deenses and !anage!ent
3ro'ght: concept o dro'ght: conse;'ences o dro'ght: dro'ght proile: !anage!ent and ris- red'ction: lessons on !itigation
1I LandslideCa'ses o landslide: signs and early warning syste!s o landslides: !eans o !itigation
1II 6ireTer!inologies: ire resistance: ire end'rance: ire detection and alar!s: properties o
dierent !aterials at eleated te!perat'res: !itigation !eas'res
$eferences
i Cha-raborty: %atesh C F at'ral ha>ard and disaster !anage!ent
ii %har!a eela!F Earth;'a-e resistant b'ilding constr'ction
iii %ahni: P and Airyaband': "F 3isaster ris- red'ction in %o'th Asia
Typical generation rates and actors that aect the! Physical and Che!ical
characteristics o %olid ,astes
II. Solid @aste 9anagement5"aterials low in society: collection serices: types o collection syste!s: Collection
ro'tes: Proper %olid ,aste "anage!ent (9ed'ction in raw !aterials 'sage:9ed'ction in solid waste ;'antities: "aterials recoery: Energy recoery) Transer
%tationsF +ocation o transer stations: transer !eans and !ethods
CE /''& "*$B#:$< D#C *ND *I$!#$ EN88 &3'3'5 & Credits
I. 6ntrod'ctionHistory and deelop!ent o water transportation Types o water transportation
Adantages and disadantages
II. Ports Harbo'rs
Classiication 3ierences between port and harbo'r and their re;'ire!ents %iteselecton Essential eat'res o a good harbo'r5si>e: depth: t'rning basin: harbo'r entrances
at'ral pheno!ena B Tides: ,ind and ,aes: +ittoral drit
Harbo'r wor-s B 4rea-waters: ,hares: Piers: Ietties: 'ays4erthing str'ct'res B 3olphins: Trestles: "oles: "ooring accessories
Apron Transit sheds ,areho'ses3redging B 3ierent types and their operation
aigational aides B ecessity: dierent types and re;'ire!ents
III. 3oc-s
Types B ,et doc-s: Tidal basins: 9epair doc-s: 3ry doc-s: &loating doc-s: "arinerailway +oc-s and loc- gates
I1. Airways6ntrod'ction B History deelop!ent o air transport: Adantages and disadantages
Airport Planning B 9egional planning: &actors aecting site selection: %'reys
Airport classiication
Airport obstr'ctions B Joning laws: Classiication o obstr'ctions: 6!aginary s'races: Approach >one: T'rning >one
1. 9'nway
=rientation B ,ind rose diagra!: 4asic r'nway length: Corrections or eleation:te!perat're and gradient: $eo!etric design: Cr'ising speed: Air speed: 4ea'ort
scale: 3ierent types o r'nway Airport capacity
1I. Ter!inals
Ter!inal area B &'nctions: Apron: Hangar: Aircrat par-ing syste!: Airport layo'ts
1II. Air Traic Control Gis'al Aids
Airport !ar-ings and landings +anding aids
+anding syste!s B 6nstr'!ental landing syste!
$eferences
i %966GA%A 9F Harbo'r: 3oc- T'nnel Engineeringii 4639A %PF A Co'rse in 3oc-s Harbo'r Engineering
Constant radi's constant angle section actor o saety: Adantages: etc
1. @ater !oer Development5
3einition o base load: pea- load: load c're base load plant: pea- load plant: loadactor: capacity actor: 'tili>ation actor: gross head: net head: ir! power: secondary
power: storage: pondage: pondage actor: esti!ation o power de!and5long and short
ter! type: esti!ation o power: based on discharge and head: r'n o5rier plants5high
and low head plants: da! power plants: diersion canal plants: inter5basin diersion plants: tidal plants and p'!ped storage plants
1I. Surge an?5
%i!ple s'rge tan-: restricted oriice tan- and dierential ran- %'rges in rectang'lar adnon5rectang'lar sections: %'rges or partial and co!plete clos're o t'rbine
9igid water col'!n theory or concrete pipes: Elastic water col'!n theory: $raphical
and n'!erical !ethods to sole water ha!!er proble!s
1II. Economical Design of !enstoc?s5
Econo!ical elocity and econo!ical dia!eter: "aterial cost and power cost analysis to
deter!ine the dia!eter3esign o hydra'lics passages li-e %croll cases: 3rat t'bes: 6nstallation o t'rbines:
"aterials o constr'ctions etc
Boo? $eferences5
1 IU%T6: C9EA$E9 and H63%F Hydro5Electric Engineering Handboo-
2 3A3EDA9 " " and %HA9"A D F ,ater Power Engineering
# PU"6A 4 C: PA3E and +A+ 4 4 F 6rrigation ad ,ater Power Engineering
I. Introduction to t2e !restressing S7stems 59eiew o basic concepts and properties o !aterials tensioning deices pre5tensioning and
post5tensioning techni;'es &ressynet: "agnel 4laton: CC+ and other syste!s
II. 6le=ural Strengt2 of !restressed Concrete 59ectang'lar and langed bea!s at li!it state si!pliied code proced're le'ral design o slabs rectang'lar and langed bea!s in serice or type 6 behaio'r design o two5spancontin'o's bea! B parasite reactions concordant cable proiles linear transor!ations
III. Losses in !restressed Concrete 5Esti!ation o losses d'e to elastic deor!ation shrin-age: creep relaation in steel riction
and anchorage slip
I1. Deflection of !restressed Concrete 9embers 5&actors inl'encing delection short and long ter! delection o 'ncrac-ed !e!bers
delection o crac-ed bea!s code re;'ire!ents
1. S2ear and orsion in !restressed Concrete Beams5Principal and shear stresses 'lti!ate shear resistance design o reinorce!ents or shear and
torsion
1I. ransfer of !restress in !restressed 9embers 5Trans!ission length bond stresses transerse stresses end5>one reinorce!ent code
proisions
1II. *nc2or Fone Stresses in !ost3ensioned 9embers 5%tress distrib'tion in the end bloc-s anchor >one reinorce!ent
$eferences 5
i "A++6CD and $UPTA F Prestressed Concreteii $U= F Prestressed Concrete
I. @ater reatment and !ollution5Characteri>ation o water and waste water5 basic ter!inologies "a?or processes o
water and waste water treat!ent (no n'!ericals)
II. Solid @astes53einitions: so'rces: characteristics and perspecties Types o %olid ,astesF %olid
,aste generation Physical and Che!ical characteristics o %olid ,astes: types o collection and transportation syste!s: 9ed'ction in solid waste ;'antities: "aterials
recoery: Energy recoery transer !eans and !ethods6ncineration Co!posting: sanitary landill
III. *ir !ollution5Air Poll'tion F Past: present and 't're: Historical reiew: $lobal i!plications: %cales
o Concentration Classiication and Properties o Air poll'tants %o'rces: 4ehaio'r and Eects o Poll'tants Photoche!ical s!og =>one 3epletion: $reen Ho'se
Eect
I1. 9eteorolog7 and Natural !urification !rocesses5Ele!ental properties o the at!osphereF Heat: Press're: ,inds: "oist're: 9elatie
H'!idity +apse rate 6nersions and %tability
1. Environmental !ollution Control53esign and 3eelop!ent o Process e;'ip!ents or Air Poll'tion Control %ettling
Cha!bers Cyclone %eparators &ilters: Electrostatic Precipitators: %cr'bbersAbsorption by +i;'ids and %olids Co!b'stion
1I. Noise !ollution5
6ntrod'ction at're and propagation o so'nd Aco'stic 6!pedance %o'nd 6ntensity%o'nd +eels: relationship between dierent so'nd leels: lo'dness o so'nd:
!eas're!ent o noise: noise control !eas'res: noise standards (CPC4)
1II. !ollution Control *cts and reaties5"a?or international treaties and !a?or eniron!ental legislations in 6ndia (in brie)
$eferences5
i PEAG 9: 9=,E and TECH=4A=+=U% F Eniron!ental Engineering
ii CHATTE9IEE A D F ,ater %'pply: ,aste 3isposal and Eniron!ental
Engineeringiii %6CE9=: A9CA36= P %6CE9= $9E$=96 AF Eniron!ental EngineeringF
A 3esign Approach
i "A%TE9% " $6+4E9TF 6ntrod'ction to Eniron!ental Engineering %cience
46936E $% 46936E I% F ,ater %'pply and %anitary Enggi $A9$ %DF %ewage 3isposal and Air Poll'tion Engineering
I5 Errors in Numerical Calculations56ntrod'ction: Co!p'ter 3ata %torage Capacities "athe!atical Preli!inaries: Errors and
Their Co!p'tations: A $eneral Error &or!'la
II5 Solution of *lgebraic and ranscendental Euations5The 4isection "ethod: "ethod o 9eg'la5&alsi: %ecant "ethod: %yste! o onlinear E;'ations: ewton59aphson "ethod:
I. *nal7sis of Staticall7 Determinate !in3Aointed russes
%tability and 3eter!inateness: &orce analysis o Co!po'nd and co!ple tr'sses: Tension
co5eicient !ethod B application to si!ple space tr'sses
II. Deflection of !in3Aointed russes5
Application o Castigliano@s theore! and principle o irt'al wor-: Unit load !ethod:
$raphical !ethod B ,illiot 5 "ohr diagra!
III. Influence Lines for staticall7 determinate beams and trusses5
6+3 or reaction: %& and 4" o si!ple and co!po'nd bea!s: 6+3 or !e!ber orces o si!ply s'pported tr'ss girders with parallel and non5parallel chords eect o !oing lie
loads &ocal length and co'nter bracing
I1. 2ree3"inged *rc2es5
Eddy@s theore!: 4"3: or!al thr'st and 9adial shear at any cs: 6nl'ence +ines
1. $etaining alls5
3esign o cantileer and co'nterort retaining walls
1I. Domes
"e!ber stresses: 3esign o seg!ental do!es with lantern
1II. @ater tan?s
3esign o circ'lar and rectang'lar water tan-s: 6nt>e tan-s with staging
$eferences5
i T6"=%HED= % P =U$ F Theory o %tr'ct'res
ii IUA9DA9 % F "echanics o %tr'ct'resiii 3r 4 C P'n!iaF 9einorced Concrete 3esign