Civil Engg Syllabus -29.03.14

7/23/2019 Civil Engg Syllabus -29.03.14

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Department of Civil Engineering

Course Structure for B.E. (C.E.)(Applicable to 2011 batch and onwards)

Semester I

Code Name of subjects L ! C

"E#$%HU 1101 * Technical English & ' ' &

PH 1201 Physics & '

CH 101 Engineering Che!istry & ' ' &

"A 1#01 Engineering "athe!atics & '

A" 1201 Engineering "echanics & '

SESSI#N*LS+L*B#$*#$IES

"E 1202 Engineering $raphics ' & &

C% 1#02 &'nda!entals o Uni C Progra!!ing ' & &

PH 1202 Physics +ab ' ' & ,

PE 1202 ,or-shop Practice ' ' & ,

$A 1002$A 100$A 100.

$A 100/

CC %%PT $a!es

Creatie Arts

' ' ,

otal - & ,

Semester II

Code

Name of subjects L ! C

"E#$%

"A 2#01 Adanced Engineering "athe!atics & ' EE 2201 Principles o Electrical Engineering & '

CH 220# *Eniron!ental %cience & ' ' &

C% 2#01 &'nda!entals o 3ata %tr'ct're & '

EC 2001 Principles o Electronics Engineering & ' ' &

"E 2001 Principles o "echanical Engineering & ' ' &


CH 102 Che!istry +ab ' ' & ,

A" 2202 Engineering "echanics +ab ' ' & ,

C% 2#02 3ata %tr'ct're +ab ' ' & ,

EC 2002 4asic Electronics Engg +ab ' ' & ,

$A2002./ CC%%PT $a!esCreatie Arts ' ' ,

otal / & &'

Semester III


"E#$%

CE #001 %trength o "aterials & ' ' &

CE #00# %'reying56 & ' ' &

CE #007 $eotechnical Engineering56 & ' ' &

CE #008 4'ilding "aterial Constr'ction & ' ' &



4T#021HU001 4iological %cience &oreign +ang'age & ' ' &


CE #002 %trength o "aterials +aboratory ' ' & ,

CE #00 %'reying56 (%essional) ' ' & ,

CE #00. Engg $eology and 9oc- "echanics ' ' & ,

EE #202 4asic Electrical Engineering +ab ' ' & ,

$A#002./ CC%%PT $a!esCreatie Arts ' ' ,

otal 0 ' ,

Semester I1


"E#$%

CE 001 %tr'ct'ral Analysis56 & ' ' &

CE 00# %tr'ct'ral 3esign56 & '

CE 007 Transportation Engineering56 & ' ' &

CE 008 &l'id "echanics56 & ' ' &

HU001 4T#021 &oreign +ang'age 4iological %cience & ' ' &


CE 002 %tr'ct'ral 3esign56 (%essional) ' ' & ,

CE 00 &l'id "echanics56 +aboratory ' ' & ,

CE 00. Ciil Engineering 3rawing ' ' & ,

$A002./ CC%%PT $a!esCreatie Arts ' ' ,

otal 0 ,&

Semester 1


"E#$%CE 7001 %tr'ct'ral Analysis566 & ' ' &

CE 700# &l'id "echanics566 & ' ' &

CE 7007 %tr'ct'ral 3esign566 & '

CE 7008 Constr'ction Planning and "anage!ent & ' ' &

Breadt2 Subject31 & ' ' &


CE 7002 %tr'ct'ral 3esign566 (%essional) ' ' & ,

CE 700 %peciication: Esti!ation and Costing

(%essional)' ' & ,

CE 700. &l'id "echanics +aboratory566 ' ' & ,

otal 0 ,,

Semester 1I


"E#$%

CE .001 Eniron!ental Engineering & ' ' &

CE .00# Transportation Engineering566 & ' ' &

CE .007 %'reying566 & ' ' &

CE .008 $eotechnical Engineering566 & ' ' &

Breadt2 Subject31I & ' ' &




CE .002 %'reying566 (%essional) ' ' & ,

CE .00 Eniron!ental Engineering +aboratory ' ' & ,

CE .00. $eotechnical Engineering +aboratory ' ' & ,

otal 0 ' ,

Semester 1II


"E#$%

Electie56 (3epart!ental) & ' ' &

Electie566 (&ree electie ro! other dept) & ' ' &

CE 8001 Earth;'a-e 9esistant 3esign & ' ' &

CE 800# 6rrigation Engineering and Hydrology & ' ' &

Breadt2 Subject31II & ' ' &


CE 8002 Co!p'ter Aided Analysis 3esign +ab ' ' & ,

CE 800 3esign and 3rawing o Hydra'lic %tr'ct'res(%essional)

' ' & ,

CE 800. Concrete and 9oad "aterials +ab ' ' & ,

otal 0 ' ,

Semester 1III


"E#$%

Electie5666 (3epart!ental) & ' ' &


CE /002 !roject + Industrial raining ' ' 4 CE /00 %tr'ct'ral Engineering +aboratory ' ' & ,

otal & '

ELECI1ES5

Ele c tive I Cours e s


CE 8007 &inite Ele!ent Applications in Ciil

Engineering& ' ' &

CE 8008 Co!p'ter Aided %tr'ct'ral 3esign & ' ' &

CE 800< 4ridge Engineering and T'nneling & ' ' &

CE 8011 %oil Engineering & ' ' &

CE 801# 3isaster "anage!ent & ' ' &

CE 8017 ,atershed Engineering and "anage!ent & ' ' &

CE 8018 Concrete %tr'ct'res & ' ' &

CE 801< Concrete Technology and "aterials & ' ' &



Ele c tive I I I Cours e s


CE /001 Eniron!ental Poll'tion Control & ' ' &

CE /00# Harbo'r: 3oc- Airport Engineering & ' ' &

CE /007 9oc- "echanics and Applications o Ciil

Engineering to %'race "ining

& ' ' &

CE /008 $ro'nd ,ater Engineering & ' ' &

CE /00< %ewerage and %ewage Treat!ent & ' ' &

CE /011 3a! and ,ater Power Engineering & ' ' &

CE /01# Pre5%tressed Concrete & ' ' &

CE /017 Constr'ction Engineering Practices & ' ' &

6 r e e El e c tive Cour s e s t o b e f loat e d +of f ere d b 7 Civil E n gg D e p a r t me n t5


CE 8021 Eniron!ental Engineering & ' ' &

CE 802# $eotechnical Engineering & ' ' &

CE 8027 Co!p'ter =riented '!erical "ethods & ' ' &

CE 8028 %tr'ct'ral Engineering & ' ' &

Breadt2 3 1(Elective)

Course Code Subject L ! C

Principles o "anage!ent # 0 0 #

PE 700< 6nd'strial =rgani>ation and "anage!ent # 0 0 #

=rganisation 4ehaior # 0 0 #Art and C'lt're # 0 0 #

%ociology and Eniron!ental Psychology # 0 0 #

PE 7011 Pro?ect Engineering # 0 0 #

Breadt2 3 1I(Elective)

4'siness Econo!ics # 0 0 #

PE .00< Engineering Econo!y # 0 0 #

&inancial "anage!ent # 0 0 #

Breadt2 3 1II(Elective)

6P9 # 0 0 #

4'siness and 6nd'strial +aws # 0 0 #

Entreprene'rship # 0 0 #

Proessional ethics # 0 0 #



CE &'' S$EN8" #6 9*E$I*LS &3'3'5 & Credits

I. $enerali>ed Hoo-e@s +aw or 6sotropic !aterials5plane stress plane strain proble!s

Uniaial %tress 4iaial (Two5di!ensional) analysis o stresses and strains with graphical

representations $raphical representations or plane stress proble!s

II. 4ending stress analysis or sy!!etrical and 'nsy!!etrical cross5sections

III. %hear stress distrib'tion in !assie and thin5walled cross5sections shear center or thin5walled cross sections with at least one ais o sy!!etry

I1. 3ierential e;'ation or delection o bea!s 5 Principle o s'perposition B%'ccessie

integration o dierential e;'ation 5 "aca'lay@s !ethod 5 Area "o!ent Theore!s5Con?'gate 4ea! "ethod

1. %hear orce and bending !o!ent diagra!s or Propped cantileer: &ied and Contin'o's bea!s (ecept Three "o!ents@ Theore! and Castigliano@s Theore!)

1I. Torsion o bars with circ'lar cross5sections: Torsion in thin walled t'bes

1II. %train energy or aial load: bending: torsion and shear 4'c-ling o col'!ns5E'ler@s

theory: 9an-ine@s or!'la: %ecant or!'la

$eferences5

i T6"=%HED= % P =U$ F Ele!ents o %trength o "aterialsii T6"=%HED= % P F %trength o "aterials

iii 9A"A9UTHA" %F %trength o "aterialsi %U49A"A6A F %trength o "aterials





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

%tability '!ber %tability o slopes o Earth da!s



$eferences 5

i GEDATA9A"A6AH C F $eotechnical Engineering

ii 9AIA $=PA+ and 9A= A % 9 F 4asic Applied %oil "echanicsiii +A"4E T , and ,H6T"A 9 G F %oil "echanics



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



$eferences5

i IHA IAA93A F 4'ilding "aterials

ii 9A$,A+A % C F Engineering "aterialsiii PU"6A 4 C F 4'ilding Constr'ction

i 4639A and 4639A F 4'ilding Constr'ction



CE '' S$:C:$*L *N*L%SIS3I &3'3'5 & Credits

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 russes5Application 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 trusses56+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 *rc2es5Eddy@s theore!: 4"3: or!al thr'st and 9adial shear at any cs: 6nl'ence +ines

1. Suspension Bridges5Analysis o cables: eect o te!perat're: anchor cables: three5hinged stiening girder: 6+3

or 4" and %&

1I. 9asonr7 Structures5Conditions or stability stability and stress analysis o da!s 9etaining wallsF s'pporting

bac-ills 5 witho't and with s'rcharge

1II. Energ7 Concepts5Principle o irt'al wor- "awell54etti reciprocal theore! Castigliano@s theore!

Application to deter!inate str'ct'res

$eferences5

i T6"=%HED= % P =U$ F Theory o %tr'ct'res

ii IUA9DA9 % F "echanics o %tr'ct'res



CE ''& S$:C:$*L DESI8N ; I &33'5 Credits

I. 6ntrod'ction to Plastic Analysis +i!it %tate 3esignF

%tress5strain c're or !ild steel bending o bea!s plastic analysis approach li!itstates or steel design

II. %i!ple 4olted Connections ,elded Connections F

Types o bolts bolted ?oints bearing type connections slip5critical connections,eld types design o grooe welds and illet welds

Eccentric Connections

III. Tension "e!bers Co!pression "e!bers3esign proced're o tension !e!bers: 3esign o aially5loaded co!pression !e!bers:

col'!n splice

I1. 4ea!s3esign proced're or rolled bea!s: (a) +aterally s'pported bea!s

(b) +aterally 'ns'pported bea!s

1. Plate $irder

3esign o Panel %ections: %tieners and C'rtail!ent o &lange plates

1I. $antry $irder

3esign proced're o gantry girder

1II. 9oo Tr'sses+oad co!binations: Analysis o tr'ss: 3election o tr'ss: 3esign proced're

$eferencesF

i 6% F /00 B 2008 Code o Practice or $eneral Constr'ction in %teel

ii %P F .(1) B 1<. Handboo- or %tr'ct'ral Engineers F 6 %tr'ct'ral %teel %ections

iii 3U$$A+ % DF 3esign o %teel %tr'ct'res Tata "c$raw Hilli %U49A"A6A F 3esign o %teel %tr'ct'res =ord Uniersity Press



CE ''0 $*NS!#$*I#N EN8INEE$IN83I &3'3'5 & Credits

I. Introduction and "ig2a7 Development in India53ierent !odes o Transportation: Characteristics o 9oad Transport: 4rie history and

deelop!ent o 9oad Constr'ction: Iaya-ar Co!!ittee 9eco!!endations: 9oadClassiication: +ong ter! 9oad Plans: Gision B 2021: H3P: 9'ral 9oads 3eelop!ent Plan

II. "ig2a7 *lignment< Surve7 and Detailed !roject $eport5&'nda!ental Principles o Highway Align!ent: &actors controlling the selection o

align!ent: Engineering %'reys or a Highway Pro?ect: 3rawings: Preparation o 3etailed

Pro?ect 9eports (3P9)

III. 8eometric Design of "ig2a7s59oad Cross5sectional Ele!entsF ,idth o Carriageway: &or!ation ,idth: 9ight o ,ay:

Ca!ber: %ho'lder: Derb: 9oad "argins: 3esign %peed: %ight 3istances: 3esign o Hori>ontal c'res: %'per eleation: Etra widening on Hori>ontal c'res: Transition c'res:

%et bac- distance at c'res: $radient: 3esign o Gertical c'res B%'!!it and Galley c'res

I1. raffic Engineering5Traic Characteristics: Traic %t'dies: Traic Gol'!e: Traic &orecast: Traic Capacity:

Traic Control 3eices: Par-ing %t'dies: Accident %t'dies: Highway %aety: 6ntersections5

At grade and $rade %eparated 6ntersections: Traic Control 3eices: Traic %igns: Traic%ignal %yste!s: Traic 6slands: 9oad "ar-ings: Highway +ighting: 6ntelligent

Transportation %yste!s

1. !avement Design5Types o Pae!ents: &leible and 9igid: Pae!ent co!position: Unconentional Pae!ents:

&leible Pae!ent 3esign as per 69C: %tresses in Concrete Pae!ents: "od'l's o s'bgradereaction: 3esign o rigid pae!ents as per 69C: Highway 3rainage

1I. "ig2a7 9aterials and Construction%'bgrade %oil: Aggregates: 4it'!en: Tar: E!'lsion: "odiied 4it'!en: Ce!ent Concrete:

Tests on Aggregates: Tests on 4it'!en: 4it'!ino's "i 3esign: Constr'ction o ,4"

roads: %oil %tabilised 9oads: 3ierent types o 4it'!ino's Constr'ctions: Constr'ction o

ce!ent Concrete Pae!ents: E;'ip!ents 'sed in Highway Constr'ction

1II. !avement Evaluation and 9aintenance5Pae!ent Eal'ation5%tr'ct'ral and &'nctional: 4en-el!an 4ea!: &alling ,eight

3electo!eter (&,3): 3yna!ic Cone Penetro!eter (3CP): 9o'ghness !eas're!ent:

3istresses in leible and concrete pae!ents: "aintenance and 9ehabilitation o Pae!ents:

=erlay 3esign as per 69C

$eferences 5

i DHAA % D and IU%T= C E $F Highway Engineering

ii DA3A+6 + 9 and +A+ 4 F Principle and practices o Highway Engineeringiii CHAD9A4=9T P and 3A% AF Principles o Transportation Engineering



CE ''- 6L:ID 9EC"*NICS3I &3'3'5 & Credits

I. Introduction5

&l'id and contin''!: Physical properties o l'ids: 9heology o l'ids

II. 6luid Statics5

Press're5density5height relationship: "ano!eters: Press're on plane and c'red

s'races: Center o Press're: 4'oyancy: %tability o i!!ersed and loating bodies

III. inematics of 6luid 6lo5

Types o l'id lowsF Contin''!: ree !olec'lar lows %teady and 'nsteady:'nior! and non5'nior!: +a!inar and t'rb'lent lows: 9otational and irrotational

lows: Co!pressible and inco!pressible lows: =ne: two and three di!ensional

lows: strea!lines: Contin'ity e;'ation: %trea! 'nction and elocity potential

I1. D7namics of 6luid 6lo5

E'ler e;'ation o !otion along a strea!line and its integration: 4erno'llie@s e;'ation

and its applications5 Pitot t'be: =riice: Gent'ri !eter: =riice !eter: otches and

weirs: "o!ent'! e;'ation

1. Laminar and urbulent 6los5E;'ation o !otion or la!inar low thro'gh pipes and parallel plates: t'rb'lent low

: eddy iscosity : !iing length concept and elocity distrib'tion in t'rb'lent lowoer s!ooth and ro'gh s'races : resistance to low: !inor losses : power

trans!ission thro'gh a pipe

1I. Boundar7 La7er conceptF

4o'ndary layer concept: bo'ndary layer oer a lat plate : la!inar bo'ndary layer :

application o !o!ent'! e;'ation: t'rb'lent bo'ndary layer : la!inar s'b5 layer :

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

%ons

"odi: Pand %eth: %H: Hydra'lics and &l'id "achines: %tandard 4oo- Ho'se:



CE 0'' S$:C:$*L *N*L%SIS3II &3'3'5 & Credits

I. 2ree39oments 2eorem5Analysis o contin'o's bea!s: witho't or with s'pport settle!ent

II. Influence lines for Continuous Beams5"'ller54resla' principle: 6+3 or reaction: %& and 4" o statically indeter!inate bea!s

'sing con?'gate bea! !ethod

III. !rinciple of Least @or?5Analysis o statically indeter!inate tr'sses and ra!es

I1. 8eneral 9et2od5Consistent deor!ation !ethod: &leibility !ethod: Analysis o statically indeter!inate

bea!s: tr'sses and ra!es

1. *nal7sis of *rc2es5Two5hinged archesF circ'lar and parabolic

1I. Slope Deflection 9et2od5Analysis o contin'o's bea!s and portal ra!es witho't or with side sway: 'se o sy!!etric

and anti5sy!!etric conditions

1II. 9oment Distribution 9et2od5Analysis o contin'o's bea!s and portal ra!es witho't or with side sway: 'se o sy!!etric

and anti5sy!!etric conditions

$eferences5

1 T6"=%HED= =U$F Theory o %tr'ct'res

,. D6EF %tatically 6ndeter!inate %tr'ct'res



CE 0''& 6L:ID 9EC"*NICS3II &3'3'5 & Credits

I. Introduction53ierence between open channel low and pipe low: geo!etrical para!eters o a

channel contin'ity e;'ation

II. :niform 6lo5Che>y@s and "anning@s e;'ation or 'nior! low in open channel: elocity distrib'tion:!ost eicient channel section

III. Energ7 and 9omentum principles5Critical depth: concept o speciic energy and speciic orce: application o speciic energy

principles or interpretation o open channel pheno!ena

I1. Non3uniform flo in open c2annel5E;'ation o grad'ally aried low and its li!itations: low classiication and s'race

proile: integration o aried low by analytical: graphical and n'!erical !ethods

1. "7draulics Aump< Surges< @ater @aves5Classical hydra'lic ?'!p: eal'ation o the ?'!p ele!ents in rectang'lar and non5

rectang'lar channels on hori>ontal and sloping beds: open channel s'rge: celerity o

graity wae: deep and shallow water waes

1I. "7draulic pumps56ntrod'ction: 9otodyna!ic p'!ps classiication on dierent basis: basic e;'ations:

elocity triangles: !ano!etric head: eiciencies: caitation in p'!ps: characteristicc'res

1II. "7draulic urbines5

6ntrod'ction: 9otodyna!ic !achines: Pelton t'rbine: reaction t'rbine: &rancis and Daplant'rbine: 'nit ;'antities: si!ilarity laws and speciic speed: caitations: characteristic

c'res

$eferences5

i +al: 3r Iagdish: Hydra'lic "achinesii $arde: 9I &l'id !achines thro'gh proble!s: ew Age 6nternational Pt +td: 2

nd

Edition

iii %treeter: G+ and ,hite: E4: &l'id "echanics: "c$raw Hill: ew or-: /th

Editioni Asawa: $+ Eperi!ental &l'id "echanics: Gol 1: e!chand and 4ros: 9oor-ee 9anga 9a?': D$: &low thro'gh open channels: T"H: 2

ndedition



CE 0''0 S$:C:$*L DESI8N3II &33'5 Credits

I5 !roperties of Concrete and its Ingredients5

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



CE 0''- C#NS$:CI#N !L*NNIN8 *ND 9*N*8E9EN

&3'3'5 & Credits

I. Introduction56ndian constr'ction 6nd'stry: Constr'ction pro?ect !anage!ent and its releance

%ta-eholders o a constr'ction pro?ect Pro?ect organi>ation

II. Construction Economics5

6ntrod'ction Econo!ic decision !a-ing Cash5low diagra!s Present worth co!parison:&'t're worth co!parison: Ann'al cost and worth co!parison: 9ate o ret'rn !ethod Pro?ectcost esti!ation5 preli!inary and reised esti!ates

III. Construction Euipments54rie st'dy o e;'ip!ents re;'ired or earth wor-: dredging: coneyance: concreting:

hoisting: pile driing: co!paction and gro'ting 6nest!ent and operating costs: o'tp't o ario's e;'ip!ents

I1. Netor?s5Ele!ents o etwor-s and their deinitions: eents and Actiities 9'les o etwor-: partial

sit'ation and &'l-erson@s r'le 3eelop!ent o etwor- &orward planning: 4ac-ward

planning eent oriented: Actiity oriented networ-s Plan 4rea-down %e;'encing ea!pleFHo'se constr'ction

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-

1I. 9anagement tec2niues (contd.)5CP" Cost "odel: 9eso'rce allocation and Histogra!s Pro?ect "anage!ent %otware

1II. !ublic @or?s *ccounts5Gario's or!s 'sed in constr'ction wor-s: "eas're!ent boo-: Cash boo-: "aterial at site

acco'nt: 6!prest acco'nt: %toc- tools and plants: Gario's types o r'nning bills: %ec'redadance: &inal bills Constr'ction ;'ality !anage!ent

$eference Boo?s51 %HA9"A % C F Constr'ction E;'ip!ent and "anage!ent

2 PEU96&= 9 + F Constr'ction Planning: E;'ip!ents and "aterials# PU"6A 4 C F CP" and PE9T Analysis



CE 4'' EN1I$#N9EN*L EN8INEE$IN8 &3'3'5 & Credits

I. @ater $esources5'ality de!and o water: actors eecting de!and: Pop'lation orecast

II. Surface Sources > Inta?e or?s ; Classiication cond'its

III. @ater reatmentCharacterisation and drin-ing water standards Treat!ent o water B %creening: Plain

sedi!entation and with coag'lation &iltration5 %low sand: 9apid sand and Press're &ilters

I1. @ater reatment (Contd)3isinection: %otening other !iscellaneo's treat!ents o water ,ater borne diseases:

1. Distribution s7stem53ierent types o pipe line networ-s +ayo't o Pipe +ines: Pipe ?oints ittings: ales

3esign: "ethods o distrib'tion: distrib'tion reseroirs

1I. Seage and Drainage5'antity o %ewage and %tor! water: 3esign o sewers and ,ater drains Pl'!bing and

ho'se drainage

1II. Seer *ppurtenances and Seage reatment5+ayo't: %eptic tan-: 6!ho tan-: P'!ping o sewage

Boo?s $eferences5

i $A9$ % D F ,ater %'pply

ii $A9$ % D F %anitary Engineering

iii CPHEE= "an'al on ,ater %'pply and Treat!ent

i CPHEE= "an'al on %ewerage and %ewage Treat!ent 46936E F ,ater %'pply %anitary Engg

i CHATTE9IEE A D F ,ater %'pply: ,aste 3isposal and Eniron!ental

Engineering



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:

E;'ilibri'! Cant: Cant deiciency: Cant Ecess: egatie s'pereleation: $radients: Gertical

C'res

I1. !oints and Crossings< Aunctions< Stations and $aila7 %ards5T'rno'ts: Points and switches: Crossings: Type o Crossings: trac- ?'nctions: 3esign o a

t'rno't: 3esign o dia!ond crossing and cross5oer: &'nctions and 9e;'ire!ents o a9ailway %tation: Types o %tations: &'nction o %tation ards: %idings

1. Signaling< Interloc?ing and rac? $esistances5=b?ect and Principles o signaling: classiication o signals: ecessity and 'nctions o

interloc-ing: Traction and Tracting 9esistances: Ha'ling Capacity o a Train

1I. *irport Engineering5Aircrat characteristics: 9'nway: Taiway: Aprons: Ter!inal Area

1II. Doc?s > "arbour5Types: brea-waters: doc-s: whares: ;'ays: transit sheds: naigational aids

$eferences5

i Chandra and Agrawal F 9ailway Engineeringii %aena and Arora F A Tet 4oo- o 9ailway Engineering

iii "" Agarwal: 9ailway Engineering: Prabha Co 2008i Dhanna %D and A'rora: "$ Airport Planning and 3esign

=>a and =>a: Ele!ents o 3oc- and Harbo'r Engineering



CE 4''0 S:$1E%IN83II &3'3'5 & Credits

I. Curves and Curve Setting56ntrod'ctionF ecessity: types o c'res: applications

%i!ple c'res B 3egree o c're: !ethods o c're setting: =bstacles in c're setting

Co!po'nd c're: 9eerse c're: Transition c're: Gertical c're

II. riangulation5%cope: classiication: inter5isibility: satellite station: eccentricity o signals: base line and its

etension

III. 2eor7 of Errors5Ter!s: +aws o weights: "PG "PE: ad?'st!ent o geodetic triangle with central

station: ad?'st!ent o leel line

I1. 8eodetic Levelling5%cope: c'rat're reraction corrections: ais5signal correction: %ingle angle obseration:

reciprocal leelling

1. Electronic Distance 9eter5%cope: electro!agnetic waes: phases o waes: types o waes: distance by transit ti!e and

phase dierence: carrier waes: dierent E3" instr'!ents: Total station

1I. *stronom75Ter!s5 Celestial sphere: Jenith: adir: Hori>on: Gertical circle: +atit'de: +ongit'de:

Altit'de: A>i!'th: 9ight Ascension: 3eclination: Ho'r angle: Ecliptic 3ierent co5ordinatesyste!s: %pherical triangle: Ti!e B sidereal ti!e: apparent ti!e: !ean solar ti!e: e;'ation o

ti!e: deter!ination o a>i!'th: latit'de longit'de

1II. "7drograp2ic Surve7ing%cope: applications: !ethods o so'nding: three point proble!

$eferences 5DAETDA9 T P F %'reying and +eeling (Gol 66)

A9=9A D P F %'reying Gol 66



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

per!issible settle!ent

1I. 9ac2ine 6oundations5%oil dyna!ics: "ass5spring syste! "ass5syste! with da!ping at'ral re;'encyo

o'ndation soil syste!s "achine &o'ndationsF Types o "achines and "achine &o'ndationsGibration isolationF Types and "ethods o 6solation

1II. Caissons5%hapes and Types o wells or caissons: their adantages and disadantages co!ponents o a

well o'ndation 3epth o well o'ndation and bearing capacity &orces acting on a well

o'ndation ,ell sin-ingF operation and proble!s 3rilled caissons Pier o'ndations



$eferences 5

i GEDAT9A"6AH C F $eotechnical Engineeringii $A9$ % D F %oil "echanics and &o'ndation Engineering

iii 49AH"A % P F &o'ndation Engineering

i 4=,+E% I & F &o'ndation Analysis and 3esign



CE -'' E*$":*E $ESIS*N DESI8N &3'3'5 & Credits

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

based on +acey@s e;'ation

I1. 6lo irrigation (Contd..)5Canal capacity: Canal losses: +ined channels their design: Constr'ction and!aintenance o irrigation channels: +it irrigationF Classiication: +ocation: ,ater

liting arrange!ent: ield o wells: ,ell Tro'bles

1. Diversion "ead @or?s5

%election o sites: Constit'ent parts o weir: Ca'ses o ail're o weir on per!eable

o'ndation: 4ligh@s creep theory: Dhosla@s theory: Cross drainage wor-sF ecessity:

Types and their selection: 9ier training wor-s

1I. "7drolog75

Hydrological cycle: precipitation: "eas're!ent analysis: Aerage depth o rainall:&actors aecting r'no: 9'no !eas're!ents: "ass c'res: &lood re;'ency

st'dies

1II. "7drolog7 (Contd..)

Hydrograph: Unit hydrograph: 6niltration: Esti!ation o r'no by iniltration

!ethod: &lood ro'ting

$eferences5

i 4harat %inghF 6rrigation Engineering

ii % D$argF 6rrigation Engineering Hydra'lic %tr'ct'res

iii 4CP'n!ia :Pandey 44+alF 6rrigation and water power engineering



CE -''0 6INIE ELE9EN *!!LIC*I#NS IN CI1IL EN8INEE$IN8

&3'3'5 & Credits

I. Introduction5$eneral description and analysis proced're 4asic e;'ations in elasticity: +inear constit'tie

+aws Concept o ele!ent and node: Ele!ent aspect ratio: odal degree o reedo!: Co5

ordinate syste!s: $enerali>ed co5ordinate or! o displace!ent: Conergence re;'ire!ents:

Pascal triangle

II. 9atri= Displacement 6ormulation5"atri displace!ent e;'ation: %tiness !atri and its properties: %tiness !atrices or bar

ele!ent: tr'ss ele!ent: bea! ele!ent Use o sy!!etry and partitioning o !atri: %-ylinestorage

III. S2ape 6unctions53eination: Polyno!ial shape 'nctions: %hape 'nctions in Cartesian co5ordinates and

at'ral co5ordinates: %hape 'nctions 'sing +agrange polyno!ials: %hape 'nctions or

serendipity a!ily ele!ents

I1. Strain Displacement 9atri= and Stiffness Euation *ssembl75%train displace!ent !atrices or bar ele!ent: C%T ele!ent: bea! ele!ent %tiness !atri

or C%T ele!ent or direct approach: 6sopara!etric or!'lations: Iacobian !atri

1. 1ariational 6ormulation5$eneral ariational !ethod in elasticity: Potential energy in elastic bodies: Principle o

!ini!'! potential energy: 9ayleigh59it> !ethod

1I. *nal7sis of Bars and russes5Analysis o tension barscol'!ns Two di!ensional tr'sses: Calc'lation o reactions

1II. *nal7sis of Beams and $igid 6rames54ea! analysis: "o!ent c'rat're relation: %train energy: Analysis o two di!ensionalrigid

ra!es

$eferences5

1 3E%A6 C % and A4E+ I &F 6ntrod'ction to the &inite Ele!ent "ethod2 CHA39UPAT+A: T9 4E+E$U3U: A3F 6ntrod'ction to &inite Ele!ents in

Engineering

# 4HAG6DATT6: %%F &inite Ele!ent Analysis



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

III5 %tiness !ethod: properties o stiness !atri: syste! approach: !e!ber approach:

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

$aler-in@s !ethod to sole a dierential e;'ation

15 6nitial al'e proble!: bo'ndary al'e proble! etc: $radient theore!: $a'ss diergence

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 %

Plesha: " E Plesha and 9 I ,itt

Tetboo- on &inite Ele!ent "ethod by P %esh'



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

eect: Earth press're: Te!perat're eect: %eis!ic orce: etc %lab c'lert: 4o c'lert: pipe

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



CE -' S#IL EN8INEE$IN8 &3'3'5 & Credits

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



CE -'& DIS*SE$ 9*N*8E9EN &3'3'5 & Credits

I Introduction

Types o disasters: at'ral ha>ards and disasters

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

i Iain: G D F &ire saety in 4'ilding



CE -'0 @*E$S"ED EN8INEE$IN8 *ND 9*N*8E9EN

&3'3'5 & Credits

I.6T9=3UCT6=F Concept o watershed deelop!ent: ob?ecties o watersheddeelop!ent: need or watershed deelop!ent in 6ndia: integrated and !'ltidisciplinary

approach or watershed !anage!ent

II.CHA9ACTE96%T6C% =& ,ATE9%HE3F %i>e: shape: physiography: slope: cli!ate:drainage: land'se: egetation: geology o soils: hydrology and hydrogeology: socio5econo!ic characteristics: basic data on watersheds

IIIP96C6P+E% =& E9=%6=F Types o erosion: actors aecting erosion: eects o

erosion on land ertility and land capability: esti!ation o soil loss d'e to erosion: 'niersalsoil loss e;'ation

"EA%U9E% T= C=T9=+ E9=%6=F Conto'r techni;'es: plo'ghing: 'rrowing:trenching: b'nding: terracing: g'lly control: roc-5ill da!s: br'shwood da!: gabion

I1.,ATE9 HA9GE%T6$F 9ainwater haresting: catch!ent haresting: harestingstr'ct'res: soil !oist're conseration: chec- da!s: artiicial recharge: ar! ponds:

percolation tan-s

1.+A3 "AA$E"ETF +and 'se and land capability classiication: !anage!ent o

orest: agric'lt'ral: grassland and wild land: recla!ation o saline and al-aline soils

1IEC=%%TE" "AA$E"ETF 9ole o ecosyste!: crop h'sbandry: soil enrich!ent:inter: !ied and strip cropping: cropping pattern: s'stainable agric'lt're: bio5!ass

!anage!ent: dry land agric'lt're: %ili past're: hortic'lt're: soil orestry and aorestation

1IIPlanning o watershed !anage!ent actiities: peoples participation: preparation o

action plan: ad!inistratie re;'ire!ents

TEKT 4==D%F

i ,atershed "anage!ent by IG% "'rthy B ew Age 6nternational P'blishers

ii ,ater 9eso'rce Engineering by 9Aw'rbs and ,P Ia!es B Prentice Hall P'blishers

9E&E9ECE%F

i ,atershed "anage!ent by GG "'rthy B Dalyani P'blications

ii 6rrigation and ,ater "anage!ent by 3D "a?'!dar B Prentice Hall o 6ndia



CE -'- C#NC$EE S$:C:$ES5 &3'3'5 & Credits

6 $etaining @allsF Types o retaining walls: +ateral earth press're on retaining walls:

9an-ine@s theory: 3esign o Cantileer and Co'nterort retaining walls

66 ContainersF 3esign o 4'n-ers and silos: Iansen@s and Airy@s theories666 DomesF "e!brane stresses: 3esign o seg!ental do!es with and witho't lantern

6G Liuid Storage an?s5 3esign o li;'id retaining str'ct're5strength and crac-ingconsiderations: Co!bined tension and !o!ent: $ro'nd tan-s: =erhead tan-: Circ'lar:

rectang'lar tan-s and 6nt>e tan- with staging

G Building 6ramesF Analysis and design o b'ilding ra!es or wind and earth;'a-e

orcesG6 Concrete Bridges5 69C loadings: 3ispersion principles: 3esign o slab: bo c'lerts

and Tee5bea! bridges

G66 !restressed Concrete5 4asics concepts: "aterials 'sed in prestressed concrete: "ethods

o prestressing: 4asic ine;'alities: 3esign o rectang'lar sections: +osses in prestressing

$eferences5

1 "allic- % D $'pta A P5 9einorced Concrete

2 P'n!ia 4 C: Iain Asho- D'!ar Iain Ar'n D'!ar5 9einorced Concrete

%tr'ct'res

# Ga>irani 9atwani5 Concrete %tr'ct'res



CE -' C#NC$EE EC"N#L#8% *ND 9*E$I*LS5 &3'3'5 & Credits

I. Ce!ent HydrationFCe!ent Types: C%H gel or!ation: hydration e;'ation

II. Paste "icro5str'ct're

Porosity: gel pore and capillary porosity

III. &resh concrete !iingF

"iers: !iing ti!e: p'!ped concrete: ibration o concrete

I1. %trength o concreteF

&actors aecting strength o concrete: 4ehaio'r 'nder co!pressie stress: ract're

!echanics approach

1. Per!eability and 3'rability

%'lphate attac-: Acid attac-: Al-ali B aggregate reaction: ree>ing and thawing

1I. Concrete !i design

Types o concrete 6% "ethod: 4ritish 3=E: AC6 !ethod

1II. Ad!it'resF

Che!ical and !ineral ad!it'res: accelerator: retarders: water red'cers

$eference Boo?s5

1 Concrete technology: A" eille and I I 4roo-s

2 Corrosion o steel in concrete: P %echiessl

# Concrete technology: %antha D'!ar

Property o concrete: A " eille



CE /'' EN1I$#N9EN*L !#LL:I#N > C#N$#L &3'3'5 & Credits

I. Solid @astes53einitions: so'rces: characteristics and perspecties Types o %olid ,astesF

"'nicipal wastes: 6nd'strial wastes: Ha>ardo's wastes %olid ,aste generation:

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

6ncineration Co!posting: Ger!ico!posting Pyrolysis: %anitary +and ill:

+eachate and $as Control

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 6ndoor Air Poll'tion

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

3ispersion o Air Poll'tantsF At!ospheric dispersion e;'ations "odelling

esti!ation o pl'!e rise Eects o Air Poll'tion on "eteorological Conditions

1. Environmental !ollution Control5Air Poll'tion %a!pling and "eas're!ent (stac- and a!bient ti!e5 ag !ethods)

3esign and 3eelop!ent o Process e;'ip!ents or Air Poll'tion Control %ettling

Cha!bers Cyclone %eparators &ilters: Electrostatic Precipitators: %cr'bbers

Absorption by +i;'ids and %olids Co!b'stion%trea! %anitationF oygen sag c'res %trea! 9eaeration e;'ations (%treeter5Phelps

E;'ation)

1I. Noise !ollution56ntrod'ction at're and propagation o so'nd Aco'stic 6!pedance %o'nd6ntensity

%o'nd +eels: relationship between dierent so'nd leels: lo'dness o so'nd:

!eas're!ent o noise: decibel addition: noise control !eas'res: noise standards(CPC4)

1II. !ollution Control *cts and reaties5"a?or international treaties li-e "ontreal Protocol: Dyoto Protocol concept o Carbon

Trading !a?or eniron!ental legislations in 6ndia (in brie)



$eferences 5

i PEAG 9: 9=,E and TECH=4A=+=U% F Eniron!ental Engineering

ii CHATTE9IEE A D F ,ater %'pply: ,aste 3isposal and Eniron!entalEngineering

iii %6CE9=: A9CA36= P %6CE9= $9E$=96 AF Eniron!ental EngineeringF

A 3esign Approachi "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

ii CPHEE= "an'al on %olid ,aste "anage!ent



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

iii =JA HPF 3oc- Harbo'r Engineering

i GA%,A6 DF Airport Engineering

DHAA %D A9=9A "$F Airport Planning 3esign



CE /''0 $#C 9EC"*NICS *ND *!!LIC*I#N #6 CI1IL EN88 #

S:$6*CE 9ININ8 &3'3'5 & Credits

I. Introduction and Basic Concepts59oc- as !aterial5geological considerations 9oc- or!ing !inerals &abric o roc-s

"echanical nat're o roc- Ioints and &a'lts

II. $oc? E=ploration and $oc? esting5=b?ectie "ethods o roc- eploration 3irect penetration Core boring Core recoery

9oc- 'ality 3esignation +aboratory testing o roc- speci!ensF Uniaial co!pression:Tri5aial shear tests at high conining press'res

III. $oc? Engineering Be2aviour5"echanical behaio'rF %trength o roc-s 6nl'ence o discontin'ities 'pon engineering

behaio'r o roc- !asses 9oc- ;'ality indices Ioints &olds and &a'lts "ethods o

i!proing properties o roc- !assesF Press're gro'ting Consolidation gro'ting: 9oc-

reinorce!ent

I1. Introduction to Surface 9ining5Adantages and disadantages o s'race !ining is5L5is 'ndergro'nd !ining =pen5pit

layo't and design %election o s'race bo'ndary o ;'arry 3ierence between peat coal:

lignite: bit'!ino's and anthracite Heay earth !oing !achinery 4ench and d'!p

or!ation 3ragline: shoel: b'c-et5wheel ecaator %'race !iner 3'!per 4ench

conig'ration o highwall &or!ation o eternal and internal d'!p

1. $oc? Slope Stabilit7 in Surface 9ining5%lope ail're in roc- ;'arry batter: &ail're in weathered roc-F Toppling ail're: plane

ail're and wedge ail're in roc- slope %lope ail're in soil slope or sot roc-

1I. @aste Dump Slope stabilit7 in Surface 9ining53ierent ail're !odes in waste d'!p $eo5engineering para!eters in waste d'!p

stability %tability o shoel5d'!per d'!p %tability o dragline d'!p %tability o

eternal d'!p 3ierent !ethods o stability analysis

1II. 9ining Environment5Air: water and noise poll'tion d'e to s'race5!ining 9ehabilitation and resettle!ent

policy o s'race5!ining slope5stabilisation by geo5tetiles 9ecla!ation o s'race

!ining %'race !ine clos're

$eferences5

i Iaeger and Coo-F &'nda!ental o 9oc- "echanicsii %tagg D$ and Jien-iewic> =CF 9oc- "echanics in Engineering Practice

iii %'race "ining Technology by %D3as +oely Pra-ashan: 3hanbad: 1<<i Coal "ining by %P"ath'r

9oc- %lope Engineering Hoe- and 4ray The 6nstit'tion o "ining and

"etall'rgy 1</1i Pit %lope "an'al by CA "ET Canada



CE /''- 8$#:ND@*E$ EN8INEE$IN8 &3'3'5 & Credits

I. Introduction and #ccurrence of 8roundater5

6ntrod'ctionF $ro'nd water deelop!ent in 6ndia: Con?'nctie 'se o gro'nd water:

$ro'ndwater in the Hydrologic Cycle: Gertical distrib'tion o $ro'ndwater:

$eologic or!ations as A;'iers: Types o A;'iers: %torage Coeicient

II. 8roundater 9ovement5

3arcy@s law: per!eability 3eter!ination o Hydra'lic Cond'ctiity: AnisotropicA;'iers: $ro'ndwater &low rates: $ro'ndwater &low directions: $eneral &low

E;'ations

III. 8roundater and @ell "7draulics5

%teady Unidirectional &low: %teady 9adial &low to a ,ell: ,ell in a Unior! &low:

Unsteady 9adial &low in a Conined and Unconined A;'iers: ,ell low near A;'ier 4o'ndaries: Characteristic ,ell +osses: %peciic Capacity

I1. *rtificial $ec2arge of 8roundater5Concept o Artiicial 9echarge: 9echarge "ethods: 9esearch on ,ater %preading:

,aste ,ater 9echarge: 9echarge "o'nds: artiicial 9echarge or Energy P'rposes

1. 8round @ater 9odeling ec2niues5

Poro's "edia !odels: Analog "odels: Electrical Analog "odels: 3igital Co!p'ter

"odels

1I. 8round @ater 8eop27sical Investigations5

%'race geophysical techni;'es: Electrical resistiity: %eis!ic reraction andrelection: 9e!ote %ensing application

1II. 8round @ater ualit75

,ater sa!pling: Potable water standards o ,H=: $eotechnical s'rey o gro'nd

water or ario's re;'ire!ents

$eferences51 T=33 3 DF $ro'nd ,ater Engineering: Iohn ,iley

2 9A$HUATH H "F $ro'nd ,ater: ew Age 6nt

# 4=,E9 HF $ro'nd ,ater Hydrology: "c$raw Hill



CE /'' SE@E$*8E *ND SE@*8E $E*9EN &3'3'5 & Credits

I. Design of Seers5Esti!ation o stor! r'no: hydra'lics o sewer: elocity: design o sewer syste!

II. Structural Design of Buried Seers5Types o loads loads on cond'its d'e to bac-ill: loads on cond'its d'e to s'per

i!posed loads trench condition: e!ban-!ent condition: t'nnel condition s'pportingstrength o rigid cond'it

III. Constituents in asteater5Physical characteristics: inorganic and organic characteristics: biological

characteristics

I1. 9ass Balances< 6lo 9odels and $eactor t7pes5"ass 4alances: &low !odels: batch reactor: pl'g low: co!plete !i reactor: reaction

rates

1. Design of Screen< 8rit C2amber53esign para!eters as per !an'al and design o screen and grit cha!ber with low

control deices

1I. Sedimentation53esign para!eters and design o a pri!ary sedi!entation tan-

1II. 6undamentals of biological treatment54acterial $rowth and Energetics: bacterial growth and bio!ass yield: !icrobial

growth -inetics: "onod@s E;'ation: "odeling %'spended $rowth Treat!ent Process:%'bstrate re!oal in attached growth treat!ent process

$eferences5

i A%6"F ,astewater treat!ent plant designii "an'al on %ewerage and %ewage Treat!entiii 9E=+3%: 96CHA93%F Unit =perations and Processes in

Eniron!ental Engineering

i "ETCA+&E: E33F ,astewater Engineering



CE /' D*9 *ND @*E$ !#@E$ EN8INEE$IN8 &3'3'5 & Credits

I. $eservoir $egulation5

&'nda!entals o da! and reseroir 9eseroir yield: 9'le c're: 3eter!ination o

reseroir capacity by analytical and !ass c're !ethods 9eseroir sedi!entation

II. Eart2 Dams5

%election o sites: Types o earth da!s: &actor o saety: %lope stability with witho't

seepage orces: Constr'ction details or ho!ogeneo's and non5ho!ogeneo's sections

III. 8ravit7 Dams5

&orces on graity da!s incl'ding earth;'a-e %tress analysis: =erlow on5oerlow

sections: Uplit orces consideration: 3rainage o da! etc: %tability chec-s: Ioints

I1. *rc2 Dams< Buttress and #t2er Dams5

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



CE /'& !$E3S$ESSED C#NC$EE &3'3'5 & Credits

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

iii 9AIU D F Prestressed Concrete



CE /'0 C#NS$:CI#N EN8INEE$IN8 !$*CICES5 &3'3'5 & Credits

I. Concrete prod'ctionF9eady !i concrete: batching "iing: transporting: co!paction and c'ring

II. 3eelop!ent o strengthF or!al C'ring: %tea! c'ring: "at'rity r'le: inl'ence o te!perat're

III. Te!perat're proble! in concretingHot and cold weather concreting

I1. %pecial concreteF &ibre reinorced concrete: High strength concrete: high ol'!e

concrete: sel co!pacting concrete: poly!er co!posite concrete

1. 'ality controlF

Galidity o strength: acceptance and co!pliance: ;'ality control chart

1I. Corrosion o reinorce!entF

An electroche!ical process: Polari>ation: Carbonation and chloride ind'ced

1II. Tests o concrete in str'ct'resFCorrosion !onitoring techni;'es: HCP: +P9: AC i!pedance: 3estr'ctie and on

destr'ctie testing

$eference Boo?s5

1 Concrete technology: A" eille and I I 4roo-s

2 Corrosion o steel in concrete: P %echiessl# Concrete technology: %antha D'!ar

Property o concrete: A " eille



CE -', EN1I$#N9EN*L EN8INEE$IN8 &3'3'5 & Credits

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

ii CPHEE= "an'al on %olid ,aste "anage!ent



CE -',& 8E#EC"NIC*L EN8INEE$IN8 &3'3'5 & Credits

I. Soil 6ormation > Composition5=rigin o soil: process o weathering or!ation o dierent soil types inter particle

orces soil !inerals soil B water syste!: str'ct're o soils: soil tet're si>e andrange o soil particles shapes o indiid'al sand and clay particles

II. 8round Investigation5Planning the gro'nd inestigation progra!!e Types o soils roc- sa!ples

!ethods o soil eploration $ro'ndwater obserations +ocation: spacing and depth

o borings: =eriew o ield tests F %oil sa!plers collection o soil sa!ples

III. Soil Improvement56!proe!ent techni;'es %'race co!paction 3rainage !ethods: Gibration "ethods

Preco!pression Consolidation $ro'ting Che!ical stabili>ation %oil 9einorce!ent

I1. Difficult Soils5,ea- co!pressible soils Epansie soils Collapsible soils &ro>en soils

Corrosie soils

1. 8eotec2nical Eart2ua?e Engineering5Earth;'a-es: gro'nd sha-ing: li;'eaction: s'race r'pt're: per!anent gro'nd

deor!ations other related nat'ral disasters Earth;'a-e orce eect on soil

str'ct'res

1I. Environmental 8eotec2nolog75Eniron!ental cycles at'ral cycles Eniron!ental i!balance 4irth o

eniron!ental geotechnology Conta!inated soils Applications +oad B eniron!ent design criterion

1II. Introductor7 $oc? 9ec2anics56nde properties o roc-s Classiication o roc-s 6n B sit' state o stress

"echanical properties o roc-s

$eferences5

i "U9TH G% B %oil "echanics &o'ndation Engineeringii $U+HAT6 %D 3ATTA " 5 $eotechnical Engineering

iii. TE9JA$H6 PECD B %oil "echanics in Engineering Practice



CE -',0 C#9!:E$ #$IENED N:9E$IC*L 9E"#DS

&3'3'5 & Credits

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:

III5 Interpolation and Curve 6itting5Polyno!ial 6nterpolation: Errors 6n Polyno!ial 6nterpolation: &inite 3ierences:&orward

3ierence: 4ac-ward 3ierence: Central 3ierence: ewton@s &or!'lae &or 6nterpolation:

+agrange@s 6nterpolation &or!'lae &or Uneenly %paced Points: Her!ite@s 6nterpolation

&or!'lae: +east %;'are C're &itting Proced'res: +east %;'are C're &itting &or Contin'o's &'nctions: =rthogonal Polyno!ials: $ra!5%ch!idt =rthogonali>ation Process

I15 Numerical Differentiation and Integration5 '!erical 3ierentiation: C'bic %pline "ethod: '!erical 6ntegration: Trape>oidal 9'le:

%i!pson@s 1# 9'le: ewton5Cotes 6ntegration &or!'lae: $a'ss 'adrat're 9'le

15 9atrices and Linear *lgebraic Euations5Gector and "atri or!s: %ol'tion o +inear E;'ations B 3irect "ethod: $a'ss Eli!ination

"ethod with Partial Pioting: $a'ss B Iordan "ethod to Calc'late 6nerse: +U

3eco!position: 6ll Conditioned +inear %yste!s: Eigenal'e Proble!: Ho'seholder@s"ethod

1I5 Numerical Solution of #rdinar7 Differential Euations5E'ler@s "ethod: 9'nge 5D'tta "ethod: Predictor 5 Corrector "ethod: Ada! 5 "o'lton

"ethod

1II5 Numerical Solution of !artial Differential Euations&inite 3ierence Approi!ation o 3eriaties: +aplace@s E;'ation: $a'ss B %eidel "ethod:

Parabolic E;'ations: Hyperbolic E;'ations

$eferences5

i 6ntrod'ctory "ethods o '!erical Analysis by % % %astry Prentice Hall o

6ndia: ew 3elhi

ii '!erical "ethods or %cientiic and Engineering Co!p'tation by " D

Iain: % 9 D 6yenger and 9 D Iain ew Age 6nternational



CE -',- S$:C:$*L EN8INEE$IN8 &3'3'5 & Credits

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

Documents

Civil Engg Syllabus -29.03.14