calicut university mtech geotech scheme and syllabus.pdf

8/14/2019 Calicut university MTech Geotech scheme and syllabus.pdf

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UNIVERSITY OF CALICUT(Abstract)

Faculty of Engineering Scheme & syllabus of M.Tech Course in

GeoTechnical Engineering Sanctione! "m#lemente! $ith effectfrom %'%'' a!mission r!ers issue!.

GENERAL AND ACADEMIC BRANCH IV E SECTION

*o.GA"+,E',---,%' /ate!0 Calicut 1ni2ersity. 3..0 '45%''.6ea!7 '. 1.. *o. GA',/5,44,%5 !ate! '8'%'.

%. 1.. *o. GA'+,E','845, (Sub file) !ate! ''%%'.

. Minutes of the meeting of the 9oar! of Stu!ies inEngineering(3G) hel! on %:,,%'' (item *o. ')

5. r!ers of +iceChancellor in the file of e2en number !ate!8.5.%''.

O R D E R

As #er #a#er rea! first abo2e0 1ni2ersity has grante!affiliation for starting M.Tech Course in GeoTechnicalEngineering in Ci2il Engineering !e#artment at "ES College ofEngineering0 Chittila##illy0 Thrissur for the year %'%''.

+i!e #a#er rea! %n! abo2e0 an e;#ert committee $asconstitute! for the #re#aration of the syllabus for the M.TechCourse in GeoTechnical Engineering $ith the follo$ing members.

a) 3rof.


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Consi!ering the urgency of the matter0 the +iceChancellorhas accor!e! sanction to im#lement the scheme an! syllabus of

the M.Tech course in GeoTechnical Engineering0 sub=ect toratification by Aca!emic Council0 2i!e #a#er rea! 5thabo2e.

Sanction is therefore accor!e! for im#lementing thescheme an! syllabus of the M.Tech course in GeoTechnicalEngineering $ith effect from %'%'' a!mission.

r!ers are issue! accor!ingly. The syllabus is a2ailable in1ni2ersity $ebsite.

S!,

DEPUTY REGISTRAR (G&A-IV)

For REGISTRAR

ToThe 3rinci#al0"ES College of Engineering0Chittila##illy0 Thrissur.

Co#y to7

System A!ministrator ($ith a reuest tou#loa! in the 1ni2ersity $ebsite urgently)3S to +C ,3A to 6egistrar,3A to CE,E; Sn,EG,

Chairman0 9oar! of Stu!ies in Engineering (1G),(3G), /ean0 Faculty of Engineering,SF/FC

For$ar!e!,9y r!er

S!,SECTION OFFICER

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/home/digital/Desktop/website/20042011/ga/M.Tech Geo tech 2010-2011Admn/MTech_Geotech_sllab!s_2010-2011 Admn.doc

UNIVERSITY OF CALICUT

PROPOSED SCHEME AND SYLLABUS

of

M. TECH.

in

GEOTECHNICAL ENGINEERING

(CIVIL ENGINEERING)

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Schee !n" S#$$!%&' fo M. Tech. Po!e inGeo*echnic!$ Enineein

See'*e I

SIno

Co&'e co"e S&%+ec*

Ho&' ,-ee

ICA

ESE To*!$ Ce"i*'L T P

1 CEG10 101 AdvancedEngineering

Mathematics

3 1 0 100 100 200 4

2 CEG10 102 Advanced Soil

Mechanics3 1 0 100 100 200 4

3 CEG10 103 Finite ElementMethod in

Geomechanics

3 1 0 100 100 200 4

4 CEG10 104 Roc

Mechanics3 1 0 100 100 200 4

! CEG10 10! Elective " 3 1 0 100 100 200 4

# CEG10 10# $%) Seminar 0 0 2 100 & 100 2

' CEG10 10' $%) (aorator* 0 0 2 100 & 100 2

+&

,e-artmental

Assistance& & # & & & &

.otal 1! ! 10 '00 !00 1200 24

ELECTIVE I

CEG10 10!A A--lied Soil Mechanics

CEG10 10! Grond "m-rovement

CEG10 10!C %avement ,esign

(&(ectre .&.torial %&%ractical ESE&End Semester Eamination

"CA&"nternal Continos Evalation

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See'*e II

SIno

Co&'e co"e S&%+ec*

Ho&' ,-ee

ICA


1 CEG10 201 Advanced

FondationEngineering

3 1 0 100 100 200 4

2 CEG10 202 Strctral,esign o

Fondations Sstrctres

3 1 0 100 100 200 4

3 CEG10 203 Soil ,*namics

MachineFondations

3 1 0 100 100 200 4

4 CEG10 204 Elective "" 3 1 0 100 100 200 4

! CEG10 20! Elective """ 3 1 0 100 100 200 4

# CEG10 20# $%) Seminar 0 0 2 100 & 100 2

' CEG10 20' $%) Sotare

(aorator*0 0 2 100 & 100 2

+&

,e-artmental

Assistance& & # & & & &

.otal 1! ! 10 '00 !00 1200 24

ELECTIVE II

CEG10 204A 5igha* Sgrade and Fondation Anal*sis

CEG10 204 Modern .echni6es in Geotechnical Engineering

CEG10 204C Grond 7ater 5*drolog*

ELECTIVE III

CEG10 20!A Environmental Geotechnical Engineering

CEG10 20! Reinorced Earth and Geotetiles

CEG10 20!C Stailit* Anal*sis o Slo-es and Emanments

!


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See'*e III

SIno

Co&'e co"e S&%+ec*

Ho&' ,-ee

ICA


1 CEG10 301 Elective "8 3 1 0 100 100 200 4

2 CEG10 302 Elective 8 3 1 0 100 100 200 4

3 CEG10 303 $%) "ndstrial.raining

0 0 0 & !0 !0 1

4 CEG10 304 $%) MasterResearch

%ro9ect :

%hase "

0 0 22 300 300 #

.otal # 2 22 !00 2!0 '!0 1!

;< .he stdent has to ndertae de-artmental or assigned * 5=,

ELECTIVE IV

CEG10 301A Forensic Geotechnical Engineering

CEG10 301 Soil E-loration and Field .esting

CEG10 301C Modelling> Simlation and Com-ter A--lications

ELECTIVE V

CEG10 302A Earth6ae Geotechnical Engineering

CEG10 302 Shell Fondations

CEG10 302C Remote Sensing and G"S

#


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See'*e IV

SIno

Co&'eco"e

S&%+ec*

Ho&' ,-ee

In*en!$E/!$&!*ion ESE To*!l Ce"i*'

L T P G&i"e EC EE VV

1CEG10401 $%)

Master

Research%ro9ect :

%hase ""

0 0 30 1!0 1!0 1!0 1!0 #00 12

;< .he stdent has to ndertae de-artmental or assigned * 5=,

EC & Evalation Committee? EE & Eternal Eaminer? 88 & 8iva 8oce

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SEMESTER I

CORE SUB0ECTS

CEG12 121 ADVANCED ENGINEERING MATHEMATICS

Ce"i*'3 4

Ho&' 5e 6ee3 Lec*&e78 !n" T&*oi!$71

O%+ec*i/e3 To familiarize students in the field of differential equations and waveequations to solve boundary value problems associated with engineeringapplication and to expose the students to various probability distribution techniques

to enable them apply statistics in various areas of geotechnical engineering likesampling, analysis, modeling etc.

MODULE 1For standard orms o non&linear -artial dierential e6ations> linear homogeneos-artial dierential e6ations ith constant coeicients> one dimensional ave

e6ation> ,@Alemert@s soltion o one dimensional ave e6ation> derivation * the

method o se-aration o variales : -rolems> (a-lace e6ation in Cartesian>c*lindrical and s-herical coordinates

MODULE II

,iscrete Forier .ransorm $,F.) & deinition and eam-les o ,F.> %ro-erties o,F.> "nverse o ,F.> C*clical convoltion and convoltion or ,F.> %arseval@s

theorem or ,F. Fast Forier .ransorm $FF.) %oisson distrition> Geometric distrition>

niorm distrition> normal distrition> gamma distrition> e-onentialdistrition and 7eill distrition

MODULE IVMoments> moment generating nction> sam-ling distritions> sam-ling distritions

o standard means> chi& s6are distrition> stdent@s t & distrition > F & distrition>

%oint and "nterval estimation> .esting o h*-othesis> ivariate distritions"nde-endence> Correlation and Regression

+


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CEG12 12;ADVANCED SOIL MECHANICSCe"i*'3 4

Ho&' 5e 6ee3 Lec*&e78 !n" T&*oi!$71

O%+ec*i/e3To make students understand soil structure, stress-strain characteristicsof soils, the mechanism of failure, the factors that affects the shear strength and the

various test procedures to determine the shear strength. Also to impart knowledge

about three dimensional consolidation, secondary consolidation and basics ofrheological models.

MODULE I

Soil strctres> t*-es o onds> im-ortant cla* minerals> atomic strctre> ase

echange ca-acit*> Cla* : ater interaction> (ame@s com-action theor*> FieldCom-action methods> Strctral and engineering -ro-erties o com-acted soils

MODULE II

Elastic theories : stress& strain relationshi-> -rinci-al stresses and strains> Mohr

diagram> Stresses de to distrited line loads> concentrated orce> ossines6e@sand 7estergaard@s soltions> isoar diagram> inlence diagram> ;emar@s chart>

"ntrodction to constittive relationshi-s o soils& Mohr&Colom model> ,ncan and

Chang model> Cam cla* model> ,rcer and %rager Model

MODULE III

Mohr&colom e6ation> Modiied Mohr&colom e6ation> .esting o soils& ,irect

shear> .riaial> CC> Shear strength -arameters o satrated cohesionless andcohesive soils %ore -ressre coeicient> conce-t o stress -ath Critical state :

Critical state line> Roscoe srace> ehavior o over consolidated sam-les> 5vorslev

srace

MODULE IV

.hree dimensional consolidation> sand drains> secondar* consolidation> Rheolog* :"ntrodction to asic rheological models & Belvin and Maell models> Stailit*anal*sis o slo-es : Sedish sli- circle method> Friction circle method> isho-

method o stailit* anal*sis> .a*lor stailit* nmer> Stailit* chart

Refeence'3

1 .eraghi> B> and %ec> R> HSoil Mechanics in Engineering %racticeI> Asia

%lishing 5ose> oma*2 .eraghi> B> H.heoretical Soil Mechanics> 7ile*> ;e Jor

3 Brian> ;%> H,esign o Fondation S*stems : %rinci-les and %racticesI> 2nd

Edition> ;e ,elhi> ;arosa -lishing 5ose

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4 Ran9an> G> and Rao> ASR> Hasic and A--lied Soil MechanicsI> 2ndEdition>

;e Age "nternational $%) (imited

! ,as> M> HAdvanced Soil MechanicsI> 2ndEdition> .a*lor Francis> ;e

Jor

# .eng> 7C> KFondation ,esignI> %rentice&5all o "ndia %vt (td> ;e ,elhi

' (ame> .7> and 7hitman> R8> HSoil MechanicsI> ohn 7ile* and Sons

In*en!$ con*in&o&' !''e''en*3 122 !'

"nternal continos assessment is in the orm o -eriodical tests> assignments>

seminars or a comination o all hichever sit est .here ill e minimm o totests -er s9ect .he assessment details are to e annonced to stdents right at the

eginning o the semester * the teacher

En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en

.o 6estions o 20 mar each rom each modle and Anser an* ! 6estions *choosing at least one 6estion rom each modle

Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

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CEG12 128 FINITE ELEMENT METHOD FOR GEOMECHANICS

Ce"i*'3 4

Ho&' 5e 6ee3 Lec*&e78 !n" T&*oi!$71

O%+ec*i/e3To make students appreciate the basic concepts, principles and otherformulations in finite element method and its application in geotechnical

engineering.

MODULE I

"ntrodction : the inite element method : historical develo-ment : advantages> asic

e6ations o elasticit* : strain&dis-lacement relations : theor* o stress anddeormation> general -rocedre o inite element anal*sis> dis-lacement a--roach>conce-t o nodes and elements : as-ect ratio

Energ* -rinci-les & stationar* -rinci-les> %rinci-le o stationar* -otential energ*&%otential energ* o an elastic od* & Ra*leigh&Rit Method & Finite element orm o

Ra*leigh&Rit method

Co&ordinate s*stems : gloal> local and natral co&ordinates : co ordinatetransormation

Sha-e nctions : (agrangian and 5ermition inter-olation or one and todimensional elements 7 sha-e nctions or C0and C1elements & convergence criteria

: conorming and non&conorming elements & -atch test

MODULE II

Formlation o stiness matri : ar element & eam element & -lane stress and -lane

strain -rolems & trianglar elements> Accrac* and mesh locing as-ects in -lane

stress and -lane strain anal*ses : -ro-erties o stiness matri & consistent elementnodal load vector and ondar* conditions

"so-arametric elements : introdction : iso-arametric ar element & to dimensionaliso-arametric elements & ilinear 6adrilateral element : 6adratic 6adrilaterals&

constrction o stiness matri or iso-arametric elements validit* o iso-arametric

elements & ;merical integration * Gass 6adratre

Storage schemes& conservation o com-ter storage & dierent methods> nodenmering to e-loit matri s-arsit*

MODULE III

%late ending elements& Bircho theor* : Rectanglar -late elements : reined

6adrilateral element : shear deormation in -lates & Mindlin@s theor* :-late 4 and-late + elements& shear locing -rolems & selective and redced integration :

s-rios modes

Shell elements : thin and thic shell & introdction to lat -late and crved elementsFEA in strctral d*namics : d*namic e6ation or single degree o reedom s*stem :

"ntrodction to ormlation o mass and dam-ing matrices :lm-ed mass andconsistent mass

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MODULE IV

Soil&strctre interaction : introdction to contact modelling& interace elements&stress> strain and stiness matrices o interace elements& a--lication o interaceelements Modelling o nonded media and singlarities & ininite elements :singlarities in one and to dimensions

Refeence'3

1 athe> B> HFinite Element %rocedres in Engineering Anal*sisI> %rentice 5all>%rentice&5all o "ndia %vt (td> ;e ,elhi

2 Coo> R,> HConce-ts and a--lications o inite element anal*sisI> ohn 7ile*

and Sons

3 ,esai> CS and Ael> F> H"ntrodction to the Finite Element MethodI CS%lishers> ;e ,elhi

4 ,e> ,> HFinite Element Methods& Conce-ts and A--lication in

GeomechanicsI> %5" (earning %vt (td

! Lienieic> =C and .a*lor> R(> HFinite Element MethodI> $4th edition)

McGra&5ill> (ondon> B

# Brishnamoorth* C S> HFinite Element Anal*sis& .heor* and %rogrammingI>.ata McGra 5ill %lishing Com-an* (imited> ;e ,elhi

' (ogan,(> HA irst Corse in the Finite Element MethodI> C( Engineering+ Ra9asearan> S> HFinite Element Anal*sisI> S Chand %lishers

In*en!$ con*in&o&' !''e''en*3 122 !'


seminars or a comination o all hichever sit est .here ill e minimm o to

tests -er s9ect .he assessment details are to e annonced to stdents right at theeginning o the semester * the teacher

En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en


Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

13


14/60

CEG12 124 ROC< MECHANICS

Ce"i*'3 4

Ho&' 5e 6ee3 Lec*&e78 !n" T&*oi!$71

O%+ec*i/e3 To make the students understand engineering properties of rock,classification of rocks, laboratory testing of rocks, failure criteria, tunneling inrocks and various techniques to improve the insitu strength of rocks.

MODULE I

"ntrodction&Geological ormation o rocs> Strctral Geolog*> Classiication o

rocs> ,eects in roc> %h*sical mechanical -ro-erties o rocs> E-lorationtechni6es : RD, and RMR> (aorator* tests or shear strength> tensile strength>leral strength> elastic constants> Field tests : test or deormailit*> shear tests and

strength tests

MODULE II

Engineering classiication o Roc mass> Stress&strain ehavior> Failre criteria or

roc masses & Jield criteria or ailre theories< maimm stress theories> maimm

elastic strain theories etc> and Griith@s theor* o ractre initiation> stresses arondo-en la and e6ation deining ractre

MODULE III

.nnelling in rocs & dierent -hases and methods o tnnelling> "nstrmentation intnnels> Roc reeing> Roc all> "m-rovement techni6es or roc : Groting> Roc

olting

MODULE IV

Roc reinorcement & Mechanism> t*-es o reinorcement> ste-s involved in

installation> Fondations on roc> Roc lasting& e-losives> Selection criteria ore-losives> ste-s involved in lasting

Refeence'3

1 8erma> %> HRoc Mechanics or EngineersI Bhanna %lishers

2 Singh> and Goel> R B HRoc Mass Classiication S*stems : A %ractical

A--roach in Civil Engineering HElsevier %lisher

3 5oe> E and ron> E . Hndergrond Ecavations H> S-an %ress

4 5oe> E and ra*> ,> HRoc Slo-e Engineering H> S-an %ress

! ron> E.> HRoc Characterisation> .esting and MonitoringI> %ergamon%ress> (ondon> B

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# 5erget> G> HStresses in RocI> alema> Rotterdam> .he ;etherlands

' 5oe> E and ron> E.> Hndergrond Ecavation in RocI> "nstittion o

Mining and Metallrg*> (ondon B

+ Goodman> RE> H"ntrodction to Roc MechanicsI> ohn 7ile* Sons> ;eJor> ;J> SA

ieniasi> L.> HEngineering Roc Mass ClassiicationI> ohn 7ile* andSons> ;e Jor> ;J> SA

10 Coates> ,F> HRoc Mechanics %rinci-lesI> Canada Centre or Mineral and

Energ* .echnolog*> =ttaa> Canada

In*en!$ con*in&o&' !''e''en*3 122 !'


seminars or a comination o all hichever sit est .here ill e minimm o totests -er s9ect .he assessment details are to e annonced to stdents right at theeginning o the semester * the teacher

En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en


Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

1!


16/60

CEG12 12=3 ELECTIVE I

CEG12 12=A APPLIED SOIL MECHANICSCe"i*'3 4

Ho&' 5e 6ee3 Lec*&e78 !n" T&*oi!$71

O%+ec*i/e3 To build the students knowledge in the engineering behaviour of soilssuch as arching, soil pressure on conduits and silos. Also to gain knowledge in

geotechnical design of different types of earth retaining structures.

MODULE I

Arching in soils> -rere6isites and eatres o arching> .heor* o arching in soilsA--lication o arching in tnnels throgh c&soils> &soils and c& soils

Soil -ressres on condits& (oads on ditch> negative and -ositive -ro9ecting condits

edding conditions or condits and t*-es o condits> %ressres in silos> anssen@s theor*or -ressres in silos

MODULE II

Earth -ressres and t*-es o retaining strctres> Stailit* anal*sis o RCC cantileverretaining alls

Sheet -iles and Anchored lheads&stailit* anal*sis o cantilever sheet -ile> anal*siso anchored lheads ith ree and ied earth s--ort> Anchorages or lheads :

design o continos and individal anchors> anchor -lates %osition o anchor alls

MODULE III

=-en cts&general and local states o -lastic e6ilirim> .eraghi@s general edge

theor* or earth -ressres in cts> Anal*sis o Earth -ressres in cts in c&soils> &soils and c& soils ,esign o racings o shallo and dee- cts 5eave atottom o c&soils> &soils and c& soils

MODULE IV

.*-es o Coerdams> .*-es o celllar coerdams& circlar and dia-hragm> anal*siso celllar coerdam nder no smergence and -artial smergence conditions

,ia-hragm alls> ored -ile alls and -restressed grond anchors,esign as-ects o non&conventional retaining s*stems & Gaion all> mechanicall*

stailised earth alls> soil nailing and shotcreting

Refeence'3

1 ;ainan % Brian> H,esign o Fondation S*stems< %rinci-les and %racticesI;arosa -lishing 5ose ;e ,elhi

1#


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2 Mrth*> 8;S HGeotechnical Engineering< %rinci-les and %ractices o Soil

Mechanics and Fondation EngineeringI CRC %ress

3 Barl .eraghi> Ral-h raelton> %ec H Soil Mechanics in Engineering

%ractice H ohn 7ile* Sons (ondon4 Go-al Ran9an> Rao> ASR Hasic and A--lied Soil MechanicsI ;e Age

"nternational %vt (td> ;e ,elhi

! Malcolm , olton H A Gide to Soil MechanicsI niversities -ress $ "ndia )

%vt (td > 5*deraad

# George %assell HRetaining 7alls< .heir ,esign and ConstrctionI>ilioaaar> ((C

' ;arendra .al* H,esign o Reinorced Masonr* StrctresI McGra 5ill

%roessional

In*en!$ con*in&o&' !''e''en*3 122 !'


seminars or a comination o all hichever sit est .here ill e a minimm o to


En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en


Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

1'


18/60

CEG12 12=B GROUND IMPROVEMENT

Ce"i*'3 4

Ho&' 5e 6ee3 Lec*&e78 !n" T&*oi!$71

O%+ec*i/e3 To enable students to identify problematic soils and their associatedissues, propose suitable remedial techniques and design.

MODULE I

"ntrodction & .he need or engineered grond im-rovement in GeotechnicalEngineering> .raditional o9ectives and classiication o Grond modiication

techni6es> Mechanical Modiication& Methods o com-action> Shallo com-action

techni6es> ,ee- Com-action> ,*namic com-action> 8iro com-action> com-actioncontrol tests

MODULE II

5*dralic Modiication&Grond ater loering * ell -oints> dee- ells> 8ertical,rains and %reloading< Method o -roviding vertical drainage> -reloading ithot

vertical drains> vacm -reloading> electroinetic deatering : asic conce-ts>electrosmosis> -ractical as-ects o electrosmosis

MODULE III

Modiication * inclsions and coninement&Granlar %iles/Stone colmns Calcimand Sodim Chloride> Cement

.hermal methods< Stailisation * heating> Soil Freeing> Area o A--lication>

Cooling * (i6id ;itrogen/* rine> Advantages ,isadvantagesE-ansive Soil< "dentiication o E-ansive Soil&%rolems Associated 7ith E-ansive

Soil&"ntrodction to C;S $Cohesive ;on Selling) (a*er&.reatment * ChemicalAdditives> %reetting> Soil Re-lacement ith Com-action Control> Moistre Control>

Srcharge (oading> .hermal Methods

1+


19/60

Refeence'3

1 Mosel*> M% HGrond "m-rovementI> lacie Academic and %roessional

2 Ra9> % %rshothama> HGrond "m-rovement .echni6esI> (ami

%lications> ;e ,elhi

3 S Arm* Cor-s o Engineers HGidelines on Grond im-rovement orStrctres and FacilitiesI

4 F57A manals

a ,esign and Constrction o Stone Colmns> 8olme 1 >1+3 > F57A&R,&+3&02#

,esign and Constrction o Stone Colmns> 8olme 2> 1+3>

F57A&R,&+3&02'

c Manal or ,esign Constrction o Soil ;ail 7alls> 1> F57A&

SA&0#R

d %ermanent Grond Anchors> 8olme 1> Final Re-ort 11 F57A&,%&0&0#+

e %ermanent Grond Anchors> 8olme 2> Field ,emonstration %ro9ect

Smmaries 11> F57A&,%&0&0#+

%rearicated 8ertical ,rains> 8olme 1> 1+#> F57A&R,&+#&1#+

In*en!$ con*in&o&' !''e''en*3 122 !'




En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en


Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

1


20/60

CEG12 12=C PAVEMENT DESIGN

Ce"i*'3 4

Ho&' 5e 6ee3 Lec*&e78 !n" T&*oi!$71

O%+ec*i/e3 To train students in assessment of aspects influencing pavementbehaviour and to train them in analysis, design of rigid and flexible pavements for

different serviceability conditions.

MODULE I

"ntrodction< 5istorical develo-ments in -avement engineering> .*-es and com-onent-arts o -avements> Factors aecting design and -erormance o -avements 5igha*and air-ort -avements

Reliailit* conce-ts as a--licale or leile and rigid -avement : Statisticalconce-ts> %roailistic methods& Methods ased on ESA( and dierent Ale (oad

MODULE II

Stresses and strains in leile -avements< Stresses and strains in an ininite elastichal s-ace : se o ossines6s e6ations & rmisters to la*er and three la*er

theories? 7heel load stresses> varios actors in traic heel loads? E6ivalent single

heel load o mlti-le heels Re-eated loads and E7( actors?

MODULE III

Fleile -avement design methods or higha*s and air-orts< Em-irical> semi&

em-irical and theoretical a--roaches? ,evelo-ment> -rinci-le> design ste-s o thedierent -avement design methods inclding AAS5.=> As-halt "nstitte> Shell

Methods "RC method o -avement design se o sotare or stress anal*sis

MODULE IV

Stresses in rigid -avements< .*-es o stresses and cases? "ntrodction to

7estergaards e6ations or calclation o stresses in rigid -avement de to theinlence o traic and tem-eratre? Considerations in rigid -avement anal*sis> E7(?

heel load stresses> ar-ing stresses> rictional stresses> comined stresses

Rigid -avement design< ,esign o cement concrete -avement or higha*s andrna*s? ,esign o 9oints> reinorcements> tie ars> doel ars "RC method o design

Refeence'3

1 Joder and 7itca H%rinci-les o %avement ,esign Hohn 7ile* and sons

2 5ang 5 Jang H %avement Anal*sis and ,esign H %earson %rentice 5all

20


21/60

3 Bhanna S B And sto C E G> H5igha* Engineering H;emchand and

ros

4 Badi*ali ( R> H%rinci-les o 5igha* EngineeringI Bhanna %lishers ;e,elhi

! Ra9i Mallic > .ahar El Borchi H %avement Engineering : %rinci-les and

%ractice H CRC %ress

# %a-agiannais A .> Masad E A> H %avement ,esign and Materials H ohn7ile* and Sons

' Cliord Richardson> H.he Modern As-halt %avementI> ;a %ress

+ "RC 3' : 2001 HGidelines or ,esign o Fleile %avementsI> "ndian Roads

Congress> ;e ,elhi

"RC !+ : 2002 HGidelines or ,esign o Rigid %avementsI> "ndian RoadsCongress> ;e ,elhi

In*en!$ con*in&o&' !''e''en*3 122 !'

"nternal continos assessment is in the orm o -eriodical tests> assignments>seminars or a comination o all hichever sit est .here ill e minimm o to


En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en

.o 6estions o 20 mar each rom each modle and Anser an* ! 6estions *

choosing at least one 6estion rom each modle

Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

21


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CEG12 12>(P)3 SEMINARCe"i*'3 ;

Ho&' 5e 6ee ;

O%+ec*i/e3To train the students to address to a group of people and to present

technical topics in a well organised manner to the audience. !t is also intended forimprovement of communication skills of students, to make them confident inexpressing their views with clarity and to make them capable of taking part in

debates. This will help create self esteem and confidence that are essential for

engineers.

"ndividal stdents are re6ired to choose a to-ic o their interest rom the ield ogeotechnical engineering -reeral* rom otside the M.ech s*llas and give a

seminar on that to-ic or aot 30 mintes A committee consisting o at least three

aclt* memers $-reeral* s-ecialied in geotechnical engineering) shall assess the-resentation o the seminar and aard mars to the stdents Each stdent shall

smit to co-ies o a rite - o his/her seminar to-ic =ne co-* shall e retrnedto the stdent ater dl* certi*ing it * the chairman o the assessing committee and

the other ill e e-t in the de-artmental lirar* "nternal continos assessment

mars are aarded ased on the relevance o the to-ic> -resentation sill> 6alit* othe re-ort and -artici-ation

In*en!$ con*in&o&' !''e''en*3 122 !'

22


23/60

CEG12 12? (P) LABORATORYCe"i*'3 ;

Ho&' 5e 6ee ;

O%+ec*i/e:To train students in laboratory and field-testing methods to determine

index, engineering and chemical properties of soils.

LIST OF E@PERIMENTS

1) Attererg@s (imits

2) Consolidation test : Com-ression "nde

3) Sell .est

4) ,irect Shear .est

!) 8ane Shear .est

#) .riaial .est

') .ests on Geos*nthetic Materials&.ensile .est> "nterace Friction

+) CC .est on Roc

) Field ,ensit* : Rer alloon> 7a Coating

10) Relative ,ensit* .est

11) loc 8iration .est

12) Std* o Standard %enetration .est

13) Std* o Sam-ling ,evices

14) Std* o %late (oad .est

1!) .otal Solle Solids> Calcim Caronate .est

1#) .otal Sl-hate Content> =rganic Content .est

1') -5> Cation Echange Ca-acit*> Condctivit*

In*en!$ con*in&o&' !''e''en*3 122 !'

23


24/60

SEMESTER II

CORE SUB0ECTS

CEG12 ;21 ADVANCED FOUNDATION ENGINEERING

Ce"i*'3 4Ho&' 5e 6ee3 Lec*&e78 !n" T&*oi!$71

O%+ec*i/e3 To familiarize students with different types of foundations, analysis andgeotechnical design of shallow foundations, pile foundations, caissons and well

foundations. Also to acquaint students with foundations provided in various soil

conditions, flexible analysis and soil-structure interaction models.

MODULE I

Fondation classiication? Selection o ondations? Geotechnical design -arameters&

earing ca-acit* : Methods * .eraghi> Me*erho> 5ansen and "S Code>settlement> %ro-ortioning o Fondations or e6al settlement> loads or design> de-th

o ondation> conce-ts o net and gross loads Anal*sis o shallo ondations in cla*and sand & individal and comined ootings> and rats & loating and -artiall*

com-ensated

MODULE II

Classiication o -ile ondations : Selection o -ile ondations & riction -iles> endearing -iles> laterall* loaded -iles> (oad carr*ing ca-acit* o individal -iles & static

ormla> "S Method> d*namic ormla> %ile load test : -ll ot test> lateral load test>

initial load test> rotine load test and c*clic load test> negative sin riction> -ilegro-s> Settlement anal*sis o individal and gro- o -iles %iers in cla* and sand

MODULE III

Caissons and ell ondations : design as-ects o caissons> o-en caissons> -nematic

caissons> loating caissons> ell ondations> monoliths> design and constrction

as-ects o ell ondationsFondations on e-ansive soils> anal*sis o nder reamed -iles %recations to e

taen hile constrcting ondations on laterites> ills and roc

MODULE IV

24


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Soil strctre interaction and leile a--roach to the design o ondations> Contact

%ressre : rom theor* o Elasticit* and S grade reaction> E-erimental,etermination o S grade Modls "ntrodction to Soil&strctre interaction

models & 7inler> %asterna> 5eten*i and Filoneno&orodich

Refeence'3

1 ;ainan % Brian H,esign o Fondation S*stems< %rinci-les And %racticesI

;arosa -lish 5ose ;e ,elhi

2 ose-h E oles> HFondation Anal*sis and ,esignI McGra&5ill

3 erlinov M> HFondation Anal*sis and ,esignI Mir

4 (eonards G A> HFondation EngineeringI Mc Gra 5ill> ;J

! rahman S %> H Fondation EngineeringI .ata Mc Gra 5ill %lishing

5ose > ;e ,elhi

# %ec> R> 5anson> 7E and .hornrn> .5> HFondation EngineeringI>2ndEdition> 7ile* Eastern (td> ;e Jor

' .eng> 7C> HFondation ,esignI> %rentice&5all o "ndia $%vt) (td> ;e

,elhi

+ .omlinson> M> HFondation ,esign and ConstrctionI> !thEdition> English

(angage oo Societ*> (ongman Gro- (td> Singa-ore> 1+#

;a*a> ;8> HFondation ,esign Manal or %racticing Engineers and CivilEngineering StdentsI> ,han-at Rai and Sons> ;e Jor

10 7interorn> 5F and Fang> 5> HFondation Engineering 5andooI> 8an

;ostrand Reinhold Com-an*> ;e Jor

11 Roert 7 ,a*< HFondation Engineering 5andooI Mc Gra 5ill

12 "S< #403 HCode o %ractice or ,etermination o earing Ca-acit* o Shallo

FondationsI> rea o "ndian Standards> ;e ,elhi

13 "S< 211 $%art 1) Section 1 to 4 HCode o %ractice or ,esign and Constrction

o %ile FondationsI> rea o "ndian Standards> ;e ,elhi

14 "S< 211 $%art 4) HCode o %ractice or ,esign and Constrction o %ileFondations : (oad .est on %ilesI> rea o "ndian Standards> ;e ,elhi

1! "S< +00 $%art " "") HCode o %ractice or Calclation o Settlements o

FondationsI> rea o "ndian Standards> ;e ,elhi

In*en!$ con*in&o&' !''e''en*3 122 !'



2!


26/60

En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en



Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

2#


27/60

CEG12 ;2;STRUCTURAL DESIGN OF FOUNDATIONS ANDSUBSTRUCTURES


O%+ec*i/e3 To expertise students in structural design of shallow foundations, piles,well foundations, and retaining walls with the theoretical knowledge in limit state

design and steel design of sheet pile walls

MODULE I

"ntrodction to (imit State ,esign o reinorced concrete in ondations? Soil -ressreor strctral design> Conventional strctral design o continos ootings>

individal ootings : rectanglar and circlar> comined ootings : rectanglar>tra-eoidal and stra-

MODULE II

Rat Fondations : Strctral ,esign o rectanglar and circlar rats and mats singconventional method o anal*sis> Anal*sis and design o rats and mats incor-orating

soil strctre interaction sing an* FEM sotare

MODULE III

Strctral design o -iles inclding -ile ca-s> nder&reamed -iles> Strctral ,esign

o -ier> 7ell Fondation : .*-es> Strctral ,esign o 7ell Fondations

MODULE IV

Strctral design o retaining alls&Reinorced Concrete Cantilever retaining all>

Conterort retaining all> Fleile retaining Strctres :Sheet %ile 7all> Anchoredl 5eads

Refeence'3

1 ;ainan % Brian H,esign o Fondation S*stems< %rinci-les and %racticesI>;arosa -lish 5ose> ;e ,elhi

2 Sami Saran> HAnal*sis and ,esign o SstrctresI> =ord "5

%lishing Co3 .omlinson M> HFondation ,esign and ConstrctionI> %rentice 5all

2'


28/60

4 Shamsher %raash> 5ari ,> Sharma H%ile Fondations in Engineering

%racticeI> 7ile*&"EEE

! ;ainan % Brian HShell ondations< Geometr*> Anal*sis> ,esign and

ConstrctionI> Al-ha Science "nternational (td

# .omlinson M> ohn 7oodard H%ile ,esign and Constrction %racticeI>Rotledge

' Som ; ;> and ,as SC> H.heor* and %ractice o Fondation ,esignI

%rentice 5all o "ndia

+ Sharat Chandra G-ta> HRat Fondations : ,esign and Anal*sis ith

%ractical A--roachI> ;e Age "nternational %vt (td > ;e ,elhi

In*en!$ con*in&o&' !''e''en*3 122 !'




En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en



Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

2+


29/60

CEG12 ;28SOIL DYNAMICS AND MACHINE FOUNDATION


O%+ec*i/e3 To enhance "tudents knowledge in dynamic loading, theory ofvibrations, dynamic soil properties, dynamic earth pressure, dynamic bearingcapacity, vibration isolation, liquefaction of soils and to train the students in

machine foundation design.

MODULE I

"ntrodction< Com-arison o Soil mechanics and Soil ,*namics> ;atre o ,*namic

loads> Stress conditions on soil element nder earth6ae loading> seismic orce or

-sedo static anal*sis as -er "S Code

.heor* o 8iration< ,einitions> 5armonic motion> ree and orced 8iration o asingle degree reedom s*stem ith and ithot dam-ing> .heor* o viration>8iration measring "nstrments 8iration isolation> s-ectral res-onse

MODULE II

,*namic Soil %ro-erties< ,*namic modli> ,*namic elastic constants %oission@sRatio> ,am-ing ratio> (i6eaction -arameters> (aorator* techni6es> Field tests>

Factors aecting shear modls> Elastic modls and Elastic Constants

,*namic Earth %ressre< %sedo static methods> ,is-lacement methods or active and-assive case ehavior o Retaining alls dring earth6aes Modiication o

Colom@s theor*,*namic earing Ca-acit* o Shallo Fondation< Criteria or satisactor* action o

ooting %sedo static anal*sis> earing ca-acit* o ootings ,*namic anal*sis o

horiontal and vertical loads

MODULE III

%rinci-les o Machine Fondation ,esign< .*-ical machine and ondations General

re6irements o machine ondation? %ermissile am-litde> alloale soil -ressreModes o viration o a rigid ondation loc> Methods o anal*sis> (inear elastic

eightless s-ring method> Elastic hal s-ace method ,esign -rocedre or locondation> "S code -ractice ehavior and design o Machine ondations>Reci-rocating Machines> 5ammer ondations> "ntrodction to .Gondations

MODULE IV

8iration "solation< Force "solation : Motion "solation : se o s-ring and dam-ingmaterials : viration control o eisting machine ondation : screening o viration :

o-en trenches : %ile arriers : salient constrction as-ects o machine Fondations.(i6eaction o Soils< ,einition> Mechanism o li6eaction (aorator* stdies>

C*clic .riaial test> C*clic sim-le shear test Evalation o one o li6eaction in

ield 8iration tale stdies> Field last stdies> Evalation o li6eaction singStandard %enetration Resistance Factors aecting li6eaction and measres or

avoiding li6eaction

2


30/60

Refeence'3

1 Sami Saran HSoil ,*namics and Machine FondationI Galgottia

%lication %vt (td> ;e ,elhi

2 Shamsher %raash HSoil ,*namicsI Mc&Gra 5ill> ;e Jor

3 Sreenivasal 8aid*anathan C H5andoo o Machine FondationI .ata

McGra 5ill

4 Bamesara Rao ;S8> H8iration Anal*sis and Fondation ,*namicsI7heeler %lications (td

! %raash %ri 8B> HFondation or Machines< Anal*sis and ,esign Hohn7ile* Sons ;e Jor SA

# Rao S S> HMechanical 8irationsI %earson Edcation Singa-ore

' Aleander Ma9or> H,*namics in Soil EngineeringI> Aademiai> Biadoa>da-est

+ hatia BG> HFondation or "ndstrial Machines : 5andoo or %racticing

EngineersI , & CA, %lishers> ;e ,elhi

"S 2'4 : %art " "" H,esign Consideration or Machine FondationsI>rea o "ndian Standards> ;e ,elhi

In*en!$ con*in&o&' !''e''en*3 122 !'


seminars or a comination o all hichever sit est .here ill e a minimm o totests -er s9ect .he assessment details are to e annonced to stdents right at the


En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en


Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

30


31/60

CEG12 ;243 ELECTIVE II

CEG12 ;24AHIGH-AY SUBGRADE AND FOUNDATION ANALYSIS


O%+ec*i/e3 To gain thorough knowledge about subgrade soil properties onpavement performance, effect of water in soils, functions and design of subsoil

drainage system, various tests for strength evaluation of subgrade soils.

MODULE I

Sgrade< Fnctions> "m-ortance o sgrade soil -ro-erties on -avement

-erormance Soil Srve*< Soil srve* -rocedre or higha*s and grond aterinvestigation "dentiication and signiicance o soil characteristics> Soil classiication

or higha* engineering -r-oses> %RA> Revised %RA> CAA> FAA> "S and niiedClassiication

MODULE II

Eect o ater in soils & selling/shrinage> Soil Moistre movement & grond ater>Gravitational ater> held ater and its classiication> ater held * ca-illarit* and srace

tension> soil sction> actors governing soil sction> Stress in Soils> Cohesion and

-lasticit* in soil> .heories o elastic and -lastic ehavior o soils

MODULE III

,rainage & General -rinci-les> Fnctions and design o ssoil drainage s*stem Frost

action in soil & Frost ssce-tile soils> Air and soil tem-eratre> 5eat lo throghsoils ,e-th o rost -enetration> Eects o -article sie> ater tale and -avement

thicness on rost heave> loss o strength dring rost melting

MODULE IV

Strength Evalation o sgrade soils> (aorator* tests & ,irect shear test> CC test>

CR test> .riaial test> Field tests&Co&eicient o sgrade reaction> Field CR>;orth ,aota Cone test Com-action o Soils & Field and (aorator* methods and

e6i-ment : Field Com-action control

Refeence'3

1 Armstrong C F> HSoil Mechanics in Road ConstrctionI> Edard Arnold

(ondon

2 Ra9i M> .ahar E B> H%avement Engineering : %rinci-les and %racticeI>

CRC %ress

3 Road Research laorator*> HSoil Mechanics or Road EngineersI 5erMa9est*@s Stationar* =ice (ondon

31


32/60

4 Fa . F> H.he 5andoo o 5igha* EngineeringI CRC %ress

! Eldon J> Mathe 7< H%rinci-les o %avement ,esignI ohn 7ile* and

Sons

# Sharma RC and Sharma SB> H%rinci-les and %ractice o 5igha*EngineeringI Asia %lishing 5ose

In*en!$ con*in&o&' !''e''en*3 122 !'


seminars or a comination o all hichever sit est .here ill e a minimm o to


En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en



Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

32


33/60

CEG12 ;24B MODERN TECHNI:UES IN GEOTECHNICALENGINEERING


O%+ec*i/e3 To provide a comprehensive treatise on foundations for variousstructures like water tanks, chimneys, towers, industrial structures, ground storagetanks etc., impart knowledge in modern instrumentation methods and also thermal,

electromagnetic identification techniques of soil.

MODULE I

Fondations or ater tans> silos> Chimne*s> Cooling toers> .elecommnication

toers> .ransmission line toers> G*ed strctres> Scre -iles and other s-ecial

ondations

MODULE II

Fondations or indstrial strctres> Grond storage tans> ndergrond -oer

hoses> and oshore strctres Fondations in high and lo tem-eratre conditions

MODULE III

"nstrmentation in soil engineering> strain gages& resistance and indctance t*-e>

"nstrmentation or load measrements> -ore ater -ressre measrements> earth-ressre measrements

MODULE IV

Measrements o grond movements& settlement and heave gages> -ieometers andslo-e indicators> inclinometer> see-age meter

.echni6es to ind resistivit* o soil ;on destrctive methods o testing -iles

N&ra*> ,.A anal*sis> %hoto elasticit* methods or strctral classiication o soil

Refeence'3

!. ean&(ois riad> Fondations or .ransmission (ine .oers> %roceedingso a session> ASCE Convention in Atlantic Cit*> ASCE Geotechnical S-ecial

%lication ;o +>;e erse*> A-ril 2'> 1+'

2 Brian ; %> Modern Fondations> .ata McGra 5ill

3 Micro-ile ,esign and Constrction Gidelines< "m-lementation Manal>

Federal 5igha*> Administration> S

4 5anna .5> HFondation "nstrmentationI> .rans .ech %lication> =hio

! (eonard GA> HFondation EngineeringI> McGra 5ill oo Co "nc> ;e

Jor

33


34/60

# isho- A 7> 5enel> Measrement o soil -ro-erties in the .riaial .estI>

Edard Arnold> (ondon

In*en!$ con*in&o&' !''e''en*3 122 !'


tests -er s9ect .he assessment details are to e annonced to stdents right at the


En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en

.o 6estions o 20 mars each rom each modle and Anser an* ! 6estions *


Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

34


35/60

CEG12 ;24C GROUND -ATER HYDROLOGYCe"i*'3 4

Ho&' 5e 6ee3 Lec*&e78 !n" T&*oi!$71

O%+ec*i/e3 To make the knowledge base of the student in #ydrology stronger andbroader so that they can handle the design and analysis of the environmental

systems with confidence.

MODULE I

"ntrodction< ,einition o grondater> role o grondater in a h*drological c*cle>

Grondater earing ormations> Classiication o a6iers> Roc -ro-erties aecting

grond ater vertical distrition& -orosit*> -ermeailit*> h*dralic condctivit*>

transmissivit*> S-eciic retention> S-eciic *ield and storage coeicient> 7ater&*ielding %ro-erties> Stratiogra-h*> ,arc*s la> "ntegral transorms andmathematical nctions & (a-lace e6ation> -otential lo lines> lo net> Anisotro-*

and heterogeneit*> Grondater e-loration techni6es

MODULE II

Grondater and ell h*dralics< stead* nidirectional lo> stead* radial lo in to a

ell in conined and nconined a6iers> stead* lo ith niorm discharge> Eect

o ondaries> nstead* radial lo in to a ell in conined and nconined a6ier&,-it&Forchheimer assm-tions> -m-ing test anal*sis &non e6ilirim e6ation or

-m-ing tests> .hies method o soltion> Coo-er aco method> Cho@s methods osoltion>7ells < ,ierent t*-es o ells> Constrction o ells> Characteristics o ell

losses

MODULE III

Grondater develo-ment -rolems> Grond ater se> grond ater rights& "ndian

-ractice> Resorce assessment< Estimation o recharge> Artiicial recharge> landssidence de to grond ater ithdraals> Grondater Dalit* Role omodels in ascertaining the easiilit* o a -m-ing/recharge -ro-osal> %lanning o

o-timal grondater develo-ment

Refeence'31 8erri9t A> H.heor* o Grondater FloI> Macmillan and Co (td

3!


36/60

2 8en .e Cho> HAdvances in 5*droscienceI> 8ol "& 5*dralics o ells& MS

5antsh> Academic %ress

3 7illiam C 7alton> HGrondater resorce evalationI McGra&5ill oo

Com-an*

4 .odd ,B> H Grond 7ater 5*drolog*I> ohn 7ile*

! Garg S%> HGrond 7ater .e ellsI> =ord "5

# Raghnath 5M> HGrond 7ater 5*drolog*I> 7ile* %ress

In*en!$ con*in&o&' !''e''en*3 122 !'



En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en



Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

3#


37/60

CEG12 ;2=3 ELECTIVE III

CEG12 ;2=A ENVIRONMENTAL GEOTECHNICAL ENGINEERING


O%+ec*i/e3 To make the students aware about $nvironmental %eotechnics, landfillengineering, and contaminant transport.

MODULE I

"ntrodction to Environmental Geotechni6es&Environmental c*cles and theirinteraction&Soil ater environment interaction relating to geotechnical -rolems&Eect o -olltion on soil ater ehavior& Sorces> -rodction and classiication o

astes> chemical reactions in ssrace

MODULE II

Fl* ash characterisation -rocess and tilisation> (andill engineering & Criteria or

selection o sites or aste dis-osal acilities&-arameters controlling the selection oastes dis-osal sites & crrent -ractices or aste dis-osal> (iners : t*-es and design &

%assive containment s*stems&(eachate contamination & a--lications o geomemrane>

(and ill gases and their -ro-erties> (andill Gas monitoring s*stems

MODULE III

Contaminant .rans-ort -henomena in satrated and -artiall* satrated -oros media>

contaminant migration and contaminant h*drolog*> Contaminant site remediationearing ca-acit* o com-acted ills & ondation or aste ill grond> Case stdies o

ondation ailres * grond contamination

MODULE IV

(ong&term ehavior o landills : (andill closre Recltivation and atercare olandill> Grond modiication techni6es in aste ill> Remedial measres orcontaminated gronds&Remediation technolog*&io&remediation

Refeence'3

1 Edard A> Mcean> Fran A Rovers HSolid 7aste (andill Engineering and

,esignI> %rentice 5all %.R

%. ,aniel , E> HGeotechnical %ractice or 7aste ,is-osalI> Cha-man 5all>First edition

. Lheng C> HA--lied Contaminant .rans-ort ModelingI> ohn 7ile* sons>

First edition

3'


38/60

4 5sai&Jang Fang> H"ntrodction to Environmental Geotechnolog*I> CRC

%ress> ;e Jor

! Sa*er> C ;> McCart*> % ( and %arins> G F> HChemistr* or

Environmental EngineersI> McGra 5ill> Singa-ore

# (aGrega> M ,> cingham> % and Evans> C> H5aardos 7asteManagementI> McGra 5ill> Singa-ore

' =eis> " S and Bhera> R % HGeotechnolog* o 7aste ManagementI> %7S

%lishing Com-an*> oston

+ Sharma> 5 , and (eis> S % H7aste Containment S*stems> 7aste

Stailiation and (andillsI> 7ile*> ;e Jor

Fang> 5 J> H"ntrodction to Environmental Geotechnolog*I> C R C %ress>oca Raton

10 Mohamed> A M = and Antia> 5 E HGeoenvironmental EngineeringI>Elsevier> Amsterdam

11 Reddi> ( ; and "n*ang> 5 "> HGeoenvironmental Engineering< %rinci-les

and A--licationsI> Marcel ,eer> ;e Jor

In*en!$ con*in&o&' !''e''en*3 122 !'




En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en



Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

3+


39/60

CEG12 ;2=B REINFORCED EARTH AND GEOTE@TILES


O%+ec*i/e3 To introduce the concepts of geosynthetics and reinforced soil, designand construction of %eotextiles and application of geosynthetics in pavements andenvironmental control.

MODULE I

"ntrodction to Geos*nthetics & .*-es : Geotetiles & #olymer ty#e geote;tiles

$o2en an! non$o2en geote;tiles0 geogrids> geonets> geo memranes andgeocom-osites> nctions and mechanisms in reinorcement> iltration> drainage>

li6id arrier> mlti-le nctions & Materials and manactring -rocesses &

Mechanical> endrance> h*dralic and degradation -ro-erties & .esting andevalation

MODULE II

%rinci-les o soil reinorcement & load transer mechanism and strength develo-ment &,esign and constrction o geos*nthetic reinorced soil retaining strctres & alls

and slo-es> Codal -rovisions> Soil earing ca-acit* im-rovement sing reinorcingelements

Gaions & ,esign and constrction o gaions alls & gaion aced reinorced soil

retaining strctres

MODULE III

Geos*nthetics in -avements& Advantages and disadvantages o -lacing geos*nthetics

in sracing> ase> s ase and s grade la*ers> Emanments on sot soils>Geos*nthetics in roads and raila*s> se-arators> drainage and iltering in road

-avements> raila* tracs> overla* design and constrctions> trench drains

MODULE IV

Geos*nthetics in Environmental control> liners or -onds and canals> covers and liners

or landills> material as-ects and stailit* considerations> landslides & occrrences andmethods o mitigation> Erosion cases> control and constrction techni6es

Refeence'3

1 Roert M Boerner> H,esigning ith Geos*ntheticsI> %rentice 5all>Engleood Clis

2 8enata--a Rao G> Srr* ;ara*ana Ra9 G8S> HEngineering ithGeos*ntheticsI> .ata McGra & 5ill %lishing Com-an* (td> ;e ,elhi

3


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3 "ngold> .S> HReinorced EarthI> .homas .elord (td> (ondon

4 Mandal> ;> HReinorced Soil and GeotetilesI> =ord and "5 %lishers

Co %vt (td> ;e ,elhi

In*en!$ con*in&o&' !''e''en*3 122 !'




En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en


Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

40


41/60

CEG12 ;2=C STABILITY ANALYSIS OF SLOPES AND EMBAN %ractical a--lications>Stailit* anal*sis o ininite slo-es ith or ithot ater -ressres? Stailit* anal*sis

o inite and ininite slo-es< conce-t o actor o saet*

MODULE II

%ore -ressre coeicients> Mass anal*sis> (imit E6ilirim method0 7edge

methods> riction circle method? Method o slices> "S Method> isho-@s method>

am@s method

MODULE III

Eect o see-age> See-age anal*sis> Flonets> Stailit* conditions dring

constrction> Fll reservoir and sdden dradon & ct o alls : .renches :"m-ortance o drainage and ilters ,esign o slo-es in ctting> Emanments and

Earth dams

MODULE IV

Site "nvestigation o slo-es> Reconnaissance> %reliminar* and detailed investigation>

"nvestigation or ondations? Advances in stailit* anal*sis o slo-es> Case stdies

Failre and damages> ;atre and im-ortance o ailres in emanment andondation & %i-ing> ,ierential settlement> Fondation slides> Earth6ae damage>

cree- and anisotro-ic eects> Reservoir ave action> ,is-ersive -i-ing

Refeence'3

1 Aramson ( 7> .homas S (ee> Sharma S and o*ce G M> HSlo-e Stailit*

and Stailiation MethodsI> 7ille* "nterscience -lications 10

2 ,as M> H%rinci-les o Geotechnical EngineeringI> .homson roos/Cole

3 (ame . 7 and 7hitman R 8> HSoil MechanicsI> ohn 7ile* sons

4 Mrth* 8 ; S> H%rinci-les o Soil Mechanics and Fondation EngineeringI>S

41


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! "S< '+4 HCode o %ractice or Stailit* Anal*sis o Earth ,amsI> rea o

"ndian Standards> ;e ,elhi

In*en!$ con*in&o&' !''e''en*3 122 !'




En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en


Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

42


43/60

CEG12 ;2> (P)3 SEMINAR

Ce"i*'3 ;

Ho&' 5e 6ee ;

O%+ec*i/e3To train the students to address to a group of people and to presenttechnical topics in a well organised manner to the audience. !t is also intended for

improvement of communication skills of students, to make them confident inexpressing their views with clarity and to make them capable of taking part in

debates. This will help create self esteem and confidence that are essential forengineers.

"ndividal stdents are re6ired to choose a to-ic o their interest rom the ield ogeotechnical engineering> -reeral* rom otside the M.ech s*llas and give a

seminar on that to-ic or aot 30 mintes A committee consisting o at least three

aclt* memers $-reeral* s-ecialied in geotechnical engineering) shall assess the-resentation o the seminar and aard mars to the stdents Each stdent shall

smit to co-ies o a rite - o his/her seminar to-ic =ne co-* shall e retrnedto the stdent ater dl* certi*ing it * the chairman o the assessing committee and

the other ill e e-t in the de-artmental lirar* "nternal continos assessment

mars are aarded ased on the relevance o the to-ic> -resentation sill> 6alit* othe re-ort and -artici-ation

In*en!$ con*in&o&' !''e''en*3 122 !'

43


44/60

CEG12 ;2? (P) SOFT-ARE LABORATORYCe"i*'3 ;

Ho&' 5e 6ee ;

O%+ec*i/e7To train students in the modeling and analysis of various geotechnicalproblems using softwares currently being used in the industry. "tudents will alsobecome familiar with the approach for linear, non-linear finite element analysis

and contact modelling of soil-structure interaction analysis using the programs%$&', (laxis and academic )$A bundles of *"+ "oftware +orporation.

LIST OF E@PERIMENTS

1) An!$#'i' of %e!' on -in$e e"i&.

;) An!$#'i' of %e!' on e$!'*ic fo&n"!*ion.

3) An!$#'i' of foo*in' on e$!'*ic !n" e$!'*o75$!'*ic e"i&'.

4) An!$#'i' of !f*' on e$!'*ic !n" e$!'*o75$!'*ic e"i&'.

!) An!$#'i' of 5i$e' on e$!'*ic !n" e$!'*o75$!'*ic e"i&'.

>) See5!e !n!$#'i' of e%!nen*' , "!'.

?) S*!%i$i*# !n!$#'i' of '$o5e'.

) An!$#'i' of 5i$e' &'in con*!c* o"e$in.

) An!$#'i' of e*!inin '*&c*&e' &'in con*!c* o"e$in.

12) An!$#'i' of einfoce" e!*h '*&c*&e'.

44


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SEMESTER III

CEG12 8213 ELECTIVE IV

CEG12 821A FORENSIC GEOTECHNICAL ENGINEERING


O%+ec*i/e3 To introduce the concepts of proect reconnaissance, forensicgeotechnical and foundation engineering.

MODULE I

%ro9ect reconnaissance and characteriation o the distress> inclding docment search

sch as -lans> codes> and other technical s-eciications olloed in the originaldesign

,iagnostic tests : Anal*sis o ield data : selection o laorator* tests ased on actal

ield -arameters to evalate the ehavior o soil/grond

MODULE II

Sco-e and etent o a--lication o Forensic Engineering techni6es in geotechnical

and ondation ailre investigations> settlement o strctres> e-ansive soils> lateralmovement> other geotechnical and ondation -rolems> grondater and moistre

-rolems

MODULE III

ac anal*sis< Selection o theoretical model & methods o anal*sis> "nstrmentation

and Monitoring,evelo-ment o the most -roale ailre h*-othesis & cross&chec ith original

design

MODULE IV

%erorming reliailit* checs> (egal isses involving 9ris-rdence s*stem> insrance>

re-airs> redcing -otential liailit*> res-onsiilit* o geotechnical engineers and

contractors

Refeence'3

1 Roert 7 ,a*> HForensic Geotechnical and Fondation EngineeringI Mc Gra5ill

4!


46/60

2 Malcolm , olton> HA Gide to Soil Mechanics Hniversities %ress

3 Saena> ,S> O.echnical> Ethical> and (egal "sses ith Forensic Geotechnical

Engineering & A Case 5istor*O> %roceedings> 13th Asian Regional Conerence on

Soil Mechanics and Geotechnical Engineering> Bolata> "ndia> 11 ,ecemer200'

4 Saena> ,S> OForensic Geotechnical Engineering A--lication to Coastal

Strctres in FloridaO> %roceedings> "nternational S*m-osim on GeotechnicalEngineering> Grond "m-rovement and Geos*nthetics or 5man Secrit* and

Environmental %reservation> Asian "nstitte o .echnolog* $A".)> ango>

.hailand> 200'

! Engineering> Grond "m-rovement and Geos*nthetics or 5man Secrit* andEnvironmental %reservation> Asian "nstitte o .echnolog* $A".)> ango>

.hailand> #&' ,ecemer 200'

# Saena> ,S> OForensic $Geo&technical and Fondation) Engineering Case5istor*O> ;ational Academ* o Forensic Engineers $;AFE) Seminar> Chicago>"llinois> 10 l* 200!

' Saena> ,S> OForensic Engineering in A--lied Civil Engineering and Geo&

,omainO> Fith "nternational Conerence on Case 5istories in GeotechnicalEngineering> ;e Jor> ;e Jor> 13&1' A-ril 2004

+ Saena> ,S> OGeo&.echnical and Geo&Forensic Case 5istoriesO> ,e-artment oGeotechnical Engineering> "".> Chennai> "ndia> 11 March 200!

In*en!$ con*in&o&' !''e''en*3 122 !'




En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion 5!**en


Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

4#


47/60

CEG12 821B SOIL E@PLORATION AND FIELD TESTING


O%+ec*i/e3 To familiarize the students with principles of exploration, geophysicalmethods, modern methods of drilling, sampling, offshore investigation andinstrumentation.

MODULE I

%rinci-les o e-loration & geo-h*sical methods : electrical method> seismic method>and sonding methods ield tests & -enetration tests> -rocedres and methods> data

inter-retation> ield vane shear> "n&sit shear and ore hole shear test> -ressre metertest> tilit*> correction and data inter-retation> -late load test:monotonic and c*clic?

ield -ermeailit* test

MODULE II

Modern methods o oring and drilling> e-loration techni6es> non&dis-lacement and

dis-lacement methods> drilling in diiclt ssoil conditions> stailiation o

oreholes> ore logs

MODULE III

Soil Sam-ling & distred and ndistred soil sam-ling> advanced sam-ling

techni6es> oshore sam-ling> t*-es o sam-lers> design criteria or sam-lers>-reservation and handling o sam-les

MODULE IV

"nvestigation elo sea/river ed : methods and e6i-ments : inter-retation o oshore

e-loration> "nstrmentation in soil engineering & strain gages & resistance andindctance t*-e & load cells> earth -ressre cells & settlement and heave gages &-ieometers and slo-e indicators & inclinometer> case stdies> data and re-ort

-re-aration

Refeence'3

1 oles> E> H%h*sical and Geotechnical %ro-erties o SoilsI> McGra&5ill

oo Com-an*

2 oles> E> HFondation Anal*sis and ,esignI> McGra&5ill ;e Jor>

;J> SA

4'


48/60

3 ,nnicli> and Green> GE> HGeotechnical "nstrmentation or Monitoring

Field %erormanceI> ohn 7ile* Sons> ;e Jor> ;J> SA

4 Go-al Ran9an and Rao> ASR> Hasic and A--lied Soil MechanicsI> 7ile*

Eastern (imited> ;e ,elhi

! (nne> .> Roertson> %B and %oell> M> HCone %enetration .esting inGeotechnical %racticeI> lacie Academic %roessional> (ondon

# %ans M> Gathe*ro > (o*er J> HSoil Anal*sisI .a*lor and Francis

' rt G (oo H5andoo o Geotechnical "nvestigation and ,esign .ales

.a*lor Francis Gro-

+ Ro* E 5nt HGeotechnical Engineering "nvestigation handooI CRC %ress

lrich Smotc* HGeotechnical Engineering 5andoo 8ol 1> 2 3 H7ile*

%lications

In*en!$ con*in&o&' !''e''en*3 122 !'



En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en



Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

4+


49/60

CEG12 821C MODELLING SIMULATION COMPUTER APPLICATIONS


O%+ec*i/e3 To make the students understand systems and models, validation ofsimulation and probability distributions.

MODULE I

S*stems and Models< Fndamentals o s*stemic a--roach> S*stem modelling>Classiication o models> Model strctre> (inear> non&linear> time&invariant> time&

variant models> State&s-ace models> ,istrited -arameter models> S*stem S*nthesis>

,irect and "nverse %rolems> Role o o-timiation> Role o com-ters Eam-lesrom Civil Engineering %reliminar* ,ata %rocessing? Regression Anal*sis< (inear

and Mlti-le Regression Anal*sis> Anal*sis o Resides> .ests o goodness o it

MODULE II

%arsimon* criterion S-atial ,istrition< %ol*nomial sraces> Brigging> S-line

nctions> Clster Anal*sis> ;merical %rodction o Contor Ma-s .ime SeriesAnal*sis< Ato&cross correlation anal*sis> "dentiication o trend> S-ectral anal*sis>

"dentiication o dominant c*cles> Smoothening techni6es Filters> Forecasting

Model ilding< Choice o Model Strctre< A -riori considerations> Selection ased-on -reliminar* data anal*sis> com-aring model strctres Model Caliration< Role

o historical data ,irect and "ndirect methods o solving "nverse -rolem

MODULE III

8alidation Simlation< Random variales< asic conce-ts> %roailit* densit* and

distrition nctions> E-ectation and standard deviation o discrete and continosrandom variales and their nctions> Covariance and correlation

MODULE IV

Commonl* sed theoretical %roailit* distritions $niorm> normal> inomial>

%oissons and negative e-onential)> Fitting distritions to ra data> Bolmogrov&Smirnovs tests o the goodness o it> central limit theorem> varios algorithms or

generation o Random nmers Deeing theor*< Elements> ,eterministic 6ees>A--lications Monte Carlo simlation< asic conce-ts> Generation o s*nthetic

oservations Statistical inter-retation o the ot-t> Evalation o deinite integrals>

Role in Civil Engineering> Eam-les

4


50/60

(a 7or & Each stdent/a gro- o stdents shall condct com-ter aided modelling

and simlation stdies on a civil engineering s*stem o his/their interest

Refeence'3

1 ,esai> CS and Christian> .> H;merical Methods on Geotechnical

EngineeringI> McGra 5ill> ;e Jor> ;J> SA

2 5ornec> R7> H;merical MethodsI> Dantm %lishers> ;e Jor>

;J> SA

3 Christian % R> George C> HMonte Carlo statistical methodsI S-ringer> 2004

4 Edgar 5 C> ,avid A 5 and erome 8 S> H%roailit* ,istritionsI

Addison&7esle*

In*en!$ con*in&o&' !''e''en*3 122 !'




En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en


Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

!0


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CEG12 82;3 ELECTIVE V

CEG12 82;A EARTH:UA Continal drit and -late tectonics>Earth6ae alt sorces> Seismic aves> Elastic reond theor*> Dantiication o

earth6ae> "ntensit* and magnitdes> Earth6ae sorce modelsEarth6ae grond motion & Seismogra-h> Characteristics o grond motion> Eect o

local site conditions on grond motions> ,esign earth6ae> ,esign s-ectra>

,evelo-ment o site s-eciication and code ased design

MODULE II

Grond res-onse anal*sis & =ne dimensional grond res-onse anal*sis> (inear

a--roaches> E6ivalent linear a--roimation o non&linear a--roaches se o an*sotare or anal*sis o strctres nder earth6ae loading

MODULE III

(i6eaction and lateral s-reading & (i6eaction related -henomena> li6eactionssce-tiilit* & historical> geological> com-ositional and state criteria Evalation o

li6eaction * c*clic stress and c*clic strain a--roaches> lateral deormation and

s-reading> criteria or ma--ing li6eaction haard ones Seismic design oondations & Seismic design re6irements or ondation> Seismic earing ca-acit*>

Seismic settlement> ,esign loads

MODULE IV

Seismic slo-e stailit* anal*sis & "nternal stailit* and eaening instailit*> seismic

design o retaining alls & design consideration> d*namic res-onse o retaining alls>seismic dis-lacement o retaining alls

Refeence'3

1 Steven C Bramer> HA tet oo on Geotechnical Earth6ae EngineeringI>%rentice hall "nternational series

!1


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2 ,as> M> HA tet oo on -rinci-les o soil ,*namicsI> roos> Code

3 %raash> S> HA tet oo on soil ,*namicsI> .ata McGra 5ill

4 Bramer S(> HGeotechnical Earth6ae EngineeringI> %rentice 5all> ;e

erser*! Seco E %into >HSeismic ehavior o grond and Geotechnical strctresI>

AAalener> Rotterdam

# ;aeim F> H.he seismic design 5andooI> Bler Academic %lication>(ondon> 2nd Edition

' olt A> HEarth6aesI> 75Freeman and Com-an*> ;e Jor> 4th

Edition

+ (orie 7> HFndamentals o geo-h*sicsI> Camridge niversit* -ress> B

7ang GLD and .im (a B> HSiting in Earth6ae onesI>

AAalener> Rotterdam

10 Ferrito M> HSeismic design criteria or soil li6eactionI> .ech Re-ort o

;aval Facilities service center> %ort 5eneme> Caliornia

In*en!$ con*in&o&' !''e''en*3 122 !'




En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en


Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

!2


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CEG12 82;B SHELL FOUNDATIONSCe"i*'3 4

Ho&' 5e 6ee3 Lec*&e78 !n" T&*oi!$71

O%+ec*i/e3 To provide knowledge in basic geometrical aspects in shell foundations,geotechnical design, membrane and bending analysis, ultimate strength analysis,

structural design and construction of shell foundation and make aware about thelatest trends in this area.

MODULE I

Shells in Fondations< &Geometrical As-ects :shell as a strctral orm> strctraleicienc* o shells> Classiication o shells> shells in strctral ondations> ,ierent

t*-es o shells sed in ondations> se o shell ondations

Geotechnical ,esign o Shell Fondations and Soil&Strctre "nteraction :"ntrodction> the to -hases o ondation design> geotechnical design o shell

ondations >Geotechnical design o a h*-ar shell ooting in cla* and sand> soilstrctre interaction models> contact -ressres nder shell ondations

MODULE II

Memrane Anal*sis o Fondation Shells&"ntrodction> General s*stem o loads onondations> Real and -sedo stress resltants> memrane stresses in ondation

shells& h*-erolic -araoloid> "ntrodction to conical shells> Elli-tic -araoloidal

shellending Anal*sis o Fondation Shells& "ntrodction> A--roimate soltion

$8reendenrgh@s anal*sis)> Rigoros soltions> ;merical soltions> endinganal*sis o h*-erolic -araoloidal mrella ooting> Gionc@s anal*sis> E-erimental

investigations> Finite element techni6e

MODULE III

ltimate Strength Anal*sis o Fondation Shells : "ntrodction> ltimate strength o

h*-erolic -araoloidal "ndividal ootings> Failre h*-othesis> ,erivation o an

e-ression or the ltimate strength o a s6are h*-ar ooting ased on Kdiagonalailre mechanism@> (imitations> Sim-liied e-ression or the internal or * the

shell> "nlence o contact -ressre distrition on ltimate strength> ,erivation o ane-ression or the ltimate strength o the h*-ar ooting or Hridge ailreI> .est

reslts> Model .ests

MODULE IV

Strctral design o shell ondation : "ntrodction> limit state design o shellondations> design o h*-erolic -araoloidal shell ondations> critical sections>

!3


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strctral eicienc* o shells in ondations> com-arative cost anal*sis o shell

ondations

Constrction o Shell Fondations : "ntrodction> "n&sit constrction> %recast

constrction> "nstallation> Remote com-action o the core soil elo the -recast shellootings> "ndstrial -rodction> Case histories> other ses o shells in sstrctre

Research on Shell Fondations (atest trends in Shell Fondations> Model stdies

Refeence'3

1 ;ainan %Brian> HShell Fondations Geometr*> Anal*sis and ConstrctionI>

;arosa %lishing 5ose> ;e ,elhi

2 ;ainan %Brian> H,esign o ondation s*stems< -rinci-les and -racticesI.hirdedition,;arosa %lishing 5ose> ;e ,elhi

3 8arghese %C> H,esign o Reinorced Concrete FondationsI %5" (earning%vt (td

4 (eonards G A >H Fondation Engineering H Mc Gra 5ill > ;J

! rahman S %> H Fondation EngineeringI .ata Mc Gra 5ill %lishing

5ose> ;e ,elhi

# .omlinson M> HFondation ,esign and ConstrctionI %rentice 5all

In*en!$ con*in&o&' !''e''en*3 122 !'




En" 'ee'*e E9!in!*ion3 122 !'

:&e'*ion P!**en



Mo"&$e 1

Destion 1 < 20 mars

Destion 2 < 20 mars

Mo"&$e ;

Destion 3 < 20 mars

Destion 4 < 20 mars

Mo"&$e 8

Destion ! < 20 mars

Destion # < 20 mars

Mo"&$e 4

Destion ' < 20 mars

Destion + < 20 mars

!4


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CEG12 82;C REMOTE SENSING AND GIS

Ce"i*'3 4

Ho&' 5e 6ee3 Lec*&e78 !n" T&*oi!$71

O%+ec*i/e3 To provide a comprehensive treatise on emote "ensing and the%eographic !nformation "ystem.

MODULE I

Remote sensing & Fndamentals< ,einition & Sco-e & t*-es and chronological

develo-ment : ideal and real remote sensing s*stem Com-arison o conventionalsrve*> aerial remote sensing and satellite remote sensing & advantages and limitationo satellite remote sensing

EMR and Remote Sensing< Energ* sorces & Electro Magnetic Radiation : S-ectralregions & Energ* "nteraction in the atmos-here & atmos-heric indos : Energ*

"nteraction ith earth srace eatres & s-ectral relectance -atterns or dierentregion o EMR Factors aecting remote sensing signatres %latorms : data ca-tre

t*-es and s*stems & data recording method

MODULE II

Remote Sensors< Electro&o-tical sensor s*stems & (A;SA.> S%=.> "RS and "B=;S

sensors & scanning and oriting mechanisms & resoltion< s-atial> s-ectral> radiometric

and tem-oral resoltion o the satellitesMlti conce-ts in remote sensing =ther resorces satellite -rograms o the orld &

need or geostationar* satellite -rograms & sensor characteristics & meteorological>

ocean monitoring and telecommnication satellites

MODULE III

G"S and s-atial data< ,einition & ma-s and s-atial inormation & com-onents o G"S &-eo-le and G"S> Geogra-hic data -resentation & ma-s : ma--ing -rocess : coordinates*stems : transormations : ma- -ro9ection

calicut university mtech geotech scheme and syllabus.pdf

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