o6e.ulct!

hU'duilITP

=eD1JCt*ff=<(DqqHd=Z.sTJ

H#

=5ly. =T-ut=JJEI

=

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kl .L*-*9rH 0',\JEa-:.-Fi; -Ae

.lj*-de*ay'6lJlo7-4uB.:-e"Ec,

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- t__L':]E

{=i-'i r) JF-\V'i!JT-J7s lJ \ l\J/n6E]f''1 7anAA eUir; "[.1

=p, Hr-li_--\|-l) rJRO rrsu e\J

Expulsion from the

examination hall and

cancellation of the

performance in that subject

and all other subjects the

candidate has alreadY

appeared including Practical

examinations and Proj ect work

and shall not be Permitted for

the remaining examinations of

the subjects of that semesterl

year.

Comes in a dlunken condition to

the examination hall'

Cancellation of the Performa-

nce in that subject and all

other subjects the candidate

has apPeated including

practical examinations and

project work of that semester

/ year examinations.

Copying detected on the basis

of inlernal evidence, such as'

cluring valuation or during

speciul scrutinY.

If any malPractice is detected

which is not covered in the

above cluuses I to I I shall be

reported to thc UniversitY for

further uction to award suitable

CIVIL ENGINEERING 2OO9-2OIO t6

Malpractices ldentlfled by squad or special invigilators

l. Punishments to the cunclidates as per the above guidelines'

2.Punishmentforinstitutions:(ifthesquadreportsthatthecollegeisalso involved in encouruging malpractices)

(r) A show cause notice shull be issued to the college'

(ii) Impose a suitable finc ort thc college '

fO Sftifting the examinatkrtt cettlre li'om the college to another college

for a specific period of not less lhllll one yeitr'

t'l, FCIVIL ENGINEERTNG 2OO9-2OIO

TAwAHART;+Eli[?iIJtH#;fI-"if GICAL

B'rEctt c*'L ^*^%tl;; srRucnrRE

COI.]RSESTRUCTTJRE

YEAR

hghsir -vldrern*ics-l

FngneexingModlftia

EngilreerrngPhYsics

L T/P/D cCode 2 4

510Q1_ J I 6

51002 J t 6

2 4

a 4

fngireedngC$sry : =:t'

::_:::l ,) 6

51006 afitFftrPlogrartuntng&"r *"'f |

:

BBirredngDralung. , ,

2 J 4

51007 3 l451600 5 4

51601 &EirEermgtlDscYaB"T'+::;ki-f 3 4

51602 f ngtlsnfan#ry-e gqry!Y""""-*'" .-3 4

51603 ErgirrffingwuKtrrry 11 18 50't'otal

trYEARI! ;EIVIESTEIT L TIPID C

Code + I 4

-53m1 I

53015

s3m3

I s:m+-

4 I 4

-t 1 3

.1 5

J I 3

53m5 4 0 4

53m6 N4i[EgetialEcgunrcsilPnruP'^' +*'"*

Smeyuglabl. , =

,

0 3 2

536m_ 0 3 2

53601 SuensfiofMatenasuo 2! 1l 25'Ibtat

l"

crvrl ENGINEERING 2009-2010 18

JAWAI{ARLAL I\EIIRU TECHNOLOGICAL TJNIVERSITY

HYDERABAD

B.TECH. CIVII, ENGINEERIhIG

trYEARIISF]VIRSTER COT]RSESTRUCTTJRE

MYEARISI.]MESTER COURSESTRUCTURE

Cocle Subject L TIPID C

s4{nt hnbabil itv & Statistics J I 3"

s4{m Sfrensth ofMalerials - [ 4 I +

54tr)3 Hvdraulics & Hvdrrulic Macfi irrcrv 4 I 4

54t[l4 LnvimnmenmlStudies J 0 J

.54n5 SlrucuralAnalvsis-l 4 4

5()06 Buildinc lvlaterials Constudion & Harurine J J

54({X) .bmqrterAided Draftine of Buildings 0 J 2

54$)t lunrcvinsl-ahI 0 J 2

Tlotal 2t t1 25

Code Subject L TIPID C

55m1 Concrctc Tcchnology 3 II 3

55ffD Dcsion ol Roinftlced Concrete Strucilres -) 2 4

55003 Ensinccring Ccolosv 4 I 4

55m4 Geotcchnical Engincering -l 3 II 3

55005 Water Rcrsuutccs linginecling-l + I f

55006

55007

55C{}8

Elective -!W:r.stc Mirnitgcr ttcnt

Bnvironmctrlitl lttr;titct Assessnrent and Management

Adviilccd Strlr(:lUlirl Arralysis

4 4

55600 Fluid Mcchartic'ri & llytf rnulic Machinery Lab J 2

55ffi11 Engineerin l: Ccolog.y I ;th 1 2

Tqldilii 2{t 1aNA z5

CIVIL ENGINEERING 2OO9-2OIO

trSEMESTERCOI-TRSESTRUCTIJRE

ISEMESTERCOURSESTRUCTURE

ItrYT]AXSubject

Design of Steel Structurgs

L vPn C

Code t 2 4

56001 3 I J

5ffi2 J I J

56003 J J

56004 4 I +

56005

4 456006

56iffs15008 J 2

s6600 2

20s6601 12 25

IvYEARSubject

L TIPID C

Code

4 457m151W2s7m3<'7mL

Elective-IIC*onW*oO.*tqoot rdlvtmagenut

Advarcod Surnural Desigt

Elemers ofEarthqrnkeBrytneenng

VYi:tlaJBrrqr€ur" "'---GIS&RendesemuB

J I 5

s7m5 J 1 J

57m6 PavenKrurisryr# 3 J

570')1 so%Elective'IllwakrResources Plzruring mdMmagement

FmiteElementMettnds

4 I 4

5?m857m957010 DsasfeiluarngTrSt tr'f ui'i!ry-

4 4s701 1 J 2

57601

2lJ 2

s'76411 t<

ctvtL ENGINEERINC 2009-2010 n

JAWAHARLAL NEIIRU TECHNOLOGICALUNIVER.SITY HYDERABAD

B.TECII. CIVIL M{GINBMINGTVYEARtrSEMESTER COURSESTRUCTURE

Note : All End Examinations (Theory and Practical) are of three hours

duration.

T-Ttrtorial L-Theory P-Practical D'Drawing C-Credits

Code Subject L T/PM c

58m158ffi258ffi35800458m5

Elective-IVGround lmprovement Techniques

Design and Drawrng of Inigation Structures

Airport Plaruring and Design

Prestressed Concrete Structures

Data Base Management SYstems

J I -t

58006 Rehabilitation and Retrofitting of Structures J I J

58tr7 Manaeemenf Science J J

58601 Industrial Training 2

586t2 Seffi-nar 6 2

58603 Proiect t5 10'

58@ Comprehensive viva 2

Total 9 23 25

2l

-

clvll- ENGINEERINC 2009'2010

JAWAIHRLALNEIIRU TECHNOLOGICALUNTVERSNYHYDERABAD

L TTPID C

3 tl-l- 3III Year B.Tech. C'E' t -Sem

(55001) CONCRETE TECHNOLOGY

UNIT t n'on;fiYdration'SettingofCnVfBNf : Portland cement - chemical compost

cement - Structure of hydrate'cemelt - Test on t'hysicat properties -

Different grades of cement'

UNIT -II landchemicaladmixtures-ADMIXTURES : Types of admixtures - mrnera

properties - dosages - effects - usage'

UNIT .IIIACCnSClfES: Classification of aggregate

Bond, strength & other mechanical p rpertres o

e,lf a"nrity, porosity, adsorption & toisture c

of sand - Delete ^ ' gate - soundness of aggfegiltg -

Atkali aggregate erties - Sieve analysis - Fineness

modulus - Grad fine & coars€ Aggregates - Gap

graded aggregate - Maximum aggregate slze'

UNIT - IV tt^^+t^-.,.."r.ahitiFRESH CONCRETE: Workability -'Factors affecting workability -

Measurement of workability by different tests - Setting times of concrete -

Effect of rime and,"#.^."# on workabitity - Segregation & bleeding -

Mixing and vibration of concrete - Steps in manufacture of concrete -

QualitY of mixing water'

UNIT. VHARDENED CONCRETE : Water / Cement ratio -Abram's I-aw - Gelspaoe

ratio - Nature of strength of concrete -. Maturity concept - Strength in

tension a .o.pr"rriori_ Fu"tors affecting strength - Reration between

compression & tensile strength - Curing' 'il-

UNIT _ VITESTING OF HARDEI{ED CONCRETE: Compression test

-Factorsaffectingstrength-Flexuretests-spiittingtestsNon-destructiu" t"rting irethods - codal provisions for NDT'

u,|lt

clvrl- ENGINEERING 2009-2010 2.

ELASTICITY, CREBP & SHRINKAGE - Modrius,of -etasticity

- Dynamicmodulus of elasticity - Posiison's ratio * Creep of concrete - Factorsinfluencing creep - Relation between creep & time - Natu.e of creep -Effects of creep - Shrinkage - types of shrinkage.

UNIT - VIIMIX DESIGN : Factors in the choice of mix proportions - Durabilityrofconcrete - Quality Control of concrete - Statistical methods - Acceptancecriteria - Proportioning of concrete mixes by various methods - BIS methodof mix design

UNIT - VIIISPECIAL CONCRETES: Light weight aggregates - Light weighr aggegareconcrete - Cellular concrete - No-fipes concrete - High density concrete -Fibre reinforced concrete - Polymer concrete - Types of Polymer conprete

- High performance concrete - Self compacting concrete.

TEXT BOOKS:l. Properties of Concrete by A.M.Neville - Low priced Edition - 4fiedition i'2. Concrete Technology by M.S.Shetty. - S.Chand & Co. :2004

R.EFERENCES:1. Concrete Technology by M.L. Gambhir. - Tata Mc. Graw Hill

Publishers, NewDelhi

Concrete Technology by A.R. Santha Kumai, Oxford universityPress, NewDelhi

Concrete: Miqfo structure, Properties and Materials - P.K.Mehtaand J.M.Monteiro, Mc-Graw Hill Publishers

ts CIVIL ENGINEERING 20.09-20 lo

JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY

HYDERABAD

ItrYearB.Tech.C.E.I-Sem L TtPtD C

3 -tzt- 4

(55002) DESIGN OF REINFORCED CONCRETE

STRUCTURES

UNIT -IIBeams :' Limit state analysis and design of singly reinforced, doubly

reinforced, T and L beam sectlons'

beams, detailing.

HII; "tJt-o-wav

slabs, one wav slab' to"tG*o*'slab using I S

Coefficients ' '

TJNIT - VFootings : Different types of footings - Design of isolated':square'

rectang-ular' circular footings and Combined footings'

UNIT - vI ' uniaxial bending and biaxial

Qhgrt and Long columns - under axial loads

\

bending - I S Code Provrslons'

UNIT -VIILimit state design for serviceability

provision.

for deflection, cracking and codal

clvrl ENGTNEERTNG 2009-2010 24

UNIT - VIilMiscellaneous design stair case design - Design of Canopy (Portico)

TEXT BOOKS:l. Limit state designed of reinforced concrete - P.C.Varghese, Prentice

Hall of India, New Delhi.2. Reinfbrced concrete design by N. Krishna Raju and R.N. Pranesh,New age International Publishers, New Delhi3. Reinforced concrete design by S"Unnikrishna Pillai & Devdas Menon;

'Iata Mc.Graw Hill, New Delhi.4. Fundamentals of reinforced concrete by N.C. Sinha and S.K Roy, S.

Chand publishers

REFERENCES :

l. Fundamentals of Reinforced concrete design by M.L. Gambhir, PrinticeHall of India Private Ltd., New Delhi.

2. Reintbrced concrete structural elements - behaviour, Analysis anddesign by P.Purushotham, Tata Mc.Graw-Flill, 1994.

3. Design of concrete structures - Arthus H.Nilson, David Darwin, andChorles W. Dolar, Tata Mc.Graw-Hill, 3rd Edition, 2005.

4. Design of Reinforced Concrete Foundations - P.C. Varghese PrenticeHall of India, New Delhi.

5. Reinforced concrete structures, Vol.l, by B.C.Punmia, Ashok KumarJaiu andArun Kumar Jain, Laxrni, publications Pvt. Ltd., New Delhi

6. Reinforced concrete structules - I.C. Syal &A.K.Goel, S.Chand

Publishers

7 . Limit State Design by B.C.Punmia, Ashok Kumar Jain and Arun KumarJain, Laxmi, publications Pvt.I-td., New Delhi

-

CIVIL ENCINEERING 2OO9-2OIO

JAWAHARLAL NEIIRU TECHNOLOGICALUNIVERSITY IIYDERABAD

25

IIIYearB.Tech. C.E.I-Sem L TIPID

4 ll-l-C

4

(55003) ENGINEERING GEOLOGYCivil Engineering

CivilEngheeringPhYsical geologY'

ct over the properties ofrocks impofiance

dams, reservoirs and tunnels weathering

of commonrock like "Granite"

Magnesite, and B auxite'

excavation, stone aggregates'

UNIT - IV STRUCTUgeological time scale, Out c

structures associating with

and joints - their important types'

UNIT - ical studies

Principles ic methods'

Electrical Geothermal

crvtl ENGTNEERTNG 2009-2010 'x

method. Special impottance of Electrical resiqtivity methods, and seismicrefraction methods. lmprovement of competence of sites by groutin$etc.Fundamental aspects of Rock mechanics and Environmental Geology.

UI{IT - VI GEOLOGY OF DAMS A}[D RESERVOIRS : Types of damsand bearing of Geology of site in their selection, Geological Considerationsin the selection of a dam site. Analysis of dam failures of the past. FactorsContributing to the success of a reservoir. Geological factors influencingwater tightness,and life of reservoirs, Geo hazards, ground subsidence.

UNIT - VII Ground water: Water table, common types of ground water,springs,,cone of depression, geological controls of ground water movement,grourldwater exploratioir. Earth quakes, their causes and effects, shieldareas and seismic belts. Seismic waves, Richter scale, precautions to betaken for building construction in seismic dreas. La:rd slides, land slideshazards, water in land slides their causes and effect; measures to be takento prevent their occurrence. Importance ofstudy ofground water, Earthquakeand.landslides.

IINIT - VIn TUNNELS : Purposes of tunneling, Effects of Tunnelingon the ground Role of Geological Considerations ( lithological, structuraland ground water ) in tunneling over break and lining in tunnels; Tunnels inrock, subsidence over old mines , minining substarrces

TEXT BOOKS:l) Principals of Engineering Geology by K.VGK, Gokhale -- B.S

publicationi . ," '- .'

2) Engineering Geology byN,Chennkesavulu; Mae-Millan,:Pubtishers2d Editiq4India Ltd. 20I0-

3) Engineering Geblogy by D. Venkat [teddy; Vikas Publications ,

REFERENCES:1. F.G Bell, Fundamental of Engineering Geology Butterwerths, ,

Publications, New Delhi,' 1992.

2. , Krynkie & Judti, Principldsof Engineering Geology & Geotechiiics,CBS Publishers & Distibution,

3. Fundations of Engineering Geology - Tony Waltham - Spon presVCry press Taylor & Francis.

n

III Year B.Tech. C.E. I -Sem

CIVIL ENGINEERINC 2OO9-2OIO

LTIPTD C3 ll-l- 3

JAWAHARLAL NEHRU TECHNOLOGICALUNIVERSITY HYDERABAD

(55004) GEOTECHNICAL ENGINEERING ' IUNIT - IINTRODUCTIoN: soil formatioh - soil structule and clay mineralogy -Rasorbed water - Mass- volume relationship - Relative

ft:ttt I

UNIT. II

^O"* i*Ot"*ttES OF SOff.St Grain size analysis - Sieve and

Hydrometer methods - consistency timits and indices - I'S' Classification

of soils.

UNIT -III .ts_PERMEABILITY: loru JDarcy's law- perme *: Idetermination of coe I

Insitu permeability tests (Pumping in & Pumping out test)'

UNIT. IVEFFECTIVESTRESS&SEEPAGETHROUGHSoII.S:Total,neuffalandeffective stress - principle of effective stress : quick sand condition -

|

Seepage through soils - Flownets: Characteristics and Uses' I

UNIT _ VICOMPACTION:Mechanismofcompaction-factorsaffectingcompaction

- effects of compaction on soil properties - Field compaction Equipment - I

compaction qual itY control'

crvtL ENGTNEERING 2009_2010 2g

and under consolid'ated soil - preconsolidation pressure and itsdetermination - 'Terzaghi's l-D consolidatio;r,theory - coefficient ofconsolidation: square root time and logarithm of time fitting methods.

UNIT. VIIISHEAR STRENGTII OF SOILS: Imporrance of shear strength _ Mohr's_coulomb Failure theories - Types of laboratory strength tests - strengthtests based on drainage conditions - Shear strength of sands - dilatancy -Critical Void Ratib - Liquefaction- shear srrength of clays.

TEXT BOOKS:I Basic andApplied Soil Mechaniis by Gopal Ranjan &ASR Rao,

New age International Pvt. Ltd, New Delhi2. Principals of Geotechnical Engineering by Braja M.Das, CengageIrarning Publishers.

3. Geotechnical Engineering : principles and practices of soil mechanicsand foundation Engineering by VNS Murthy, Taylor & Francis Group.

REFERENCES:l. Geotechnicat.Engineering by C. Venkataramiah; New ageInternational Pvr . Ltd, (2002>.

2. Soil Mechanic.s.-TlM. Lambeand,Whirman,Mc-.GrawHillpublishingCompany, Newyork.

3. Geotechnical Engineering by Manoj Dufia & Gulari S.K-TataMc.Grawhill Publishers New Delhi.

4. Soil Mechanics and Foundation Engg. By K.R. Arora, StandardPubl ishers and Distlibutors, Delhi.

5. Soil Mechanics and Foundation by by B.C.punmia, Ashok KumarJain and Arun Kumar Jain, Laxmi, publications pvt. Ltd., New Delhi

E CIVIL ENGINEERING 2OO9-2010

JAWAHARLAL NEHRU TECHNOLOGICALUNIVERSITY HYDERABAD

III Year B.Tech. C.E. I -Sem L TTPID C

3 ll-l- 3

(55005) WATER RESOURCES ENGINEERING'I

Formulae.

UNIT.IIAbstraction from rainfall-evaporation, factors affecting evaporatlon'

measurement of evaporation- Evapotranspiration- Penman and Blaney &

Criddle Methods -Infiltration, factors affecting infiltration, measurement of

infiltration, infiltration indices'.

UNIT.IIIDistribution of Runoff - HydrographAnalysis Flood Hydrograph - Effective

Rainfall - Base Flow- Base Flow Separation - Direct Runoff Hydrograph -

efinition, and limitations of applications of Unit

n of Unit Hydrograph from Direct Runoff Hydrograph

drograph, Synthetic Unit Hydro graph'

UNIT.IVGround water Occurrence, types of aquifers, aquifer parameters' porosity'

specificyield,permeability,transmissivityandstoragecoefficient'Darcy'slaw, radial flow to wells in confined and unconfined aquifers' Types of

wells,- Well Construction - Well Development'

UNIT.V

' I CIVIL ENGINEERING 2009-2010 30

UNIT.VIIClassification of canals, Design of Irrigation canals by Kennedy's and

;*d;;;i";, r;ii;;",?; ;";tiig, rs standards ror a canatdesign

canal lining.

streamflow.

T"xT 1oo5::-. . ty,Laxmipublicationspvt-1. Engineering Hydrology by JayaramRed<

Ltd.,NewDelhi2. Irrigation and water power engineering by Punmia & Lal' Laxmi

Publications Pvt' Ltd', NewDelhi

REFERENCES:l. Elementary hydrology by V'P'Singh' PHI publications'

2. krigationandWater-Res;urces &WaterPowerbyP'N'Modi' Standard

Book House.

3. IrrigationWater Managementby D'K' Majundar' Printice Hall of

Indra.

4. Irrigation and Hydraulic structures by S'K'Grag'

5. Applied hydrology by VenTe Chow' David R' Maidment larry W'

MaysTataMC. GrawHill'

6. Inffoduction to hydrology by Warren Viessvann' Jr' Garyl' Lewis'

PHI

t .IVIL EN.INBERING 2oo9-2olo

JAWAHARLAL NEI'NU TECTINOLOGICAL TJNIVERSITY

HYDERABAI)

31

and oceans and

Waste Water in

-F-

III YearB.Tech' C'E I -9emTIPID C-l-l- 4

TINIT' trIIIndustrial waste water'discharges into stfeans.i'Lakes

problems.

H)t#;"lX" of Industrial wastes - use of Munlc'real

lndustries.

UNIT - V " " ---id wastc ftorn Tgxttlgst

fforn Fertilizers'

fft'lfi ,1"':Hd'd#r-'-$""iutct'uiu'teristics'urrJ tteutm"ttt methods.

UNIT - VIIUNIT - VlI : -- ^-!^i- ^rlin'id waSte from suger MilMani jf acturiirgPiocesss"dtuigil*tf-",1*0"1f ,Xl:fi Ti##3i#:T'ii$;:t'n*'*:Hi"i:f,11lij::!fd';li'?#'#,jii"aji't"nt';speciarBl'"":""#l#ri|r"dtt"J,i^u"it'uui*""tmethods'

and SuitabilitY,ilNtr - vlr3 iti';" Hiti*"' Tg"*:*; Il1*' "-

A'dv ant a ges

;i##di#'djii*t-ri'poca!,lvrethods'

T"n$,"T*o$f;J rreatment bv vlN' nao u"i Doo' orifor{'f t""li ''' N"*P"ttti. ,^.-,,.', .

',REFERENCES:;. - ;dtd' ;adtd of Indtidtry tiv Newit€fii1"-*-

I''"}::T":f i;;':$;;J;;'d;bv Mark r Hammer and Mark

L4

(55006) *,tffiEG,|i+il.t.EMENr :

waters - QualitY requirements of

ssing and BrewerY Inclustrtes -ds'

- Volurne reductionand PrgPorttontng'wage'-'ionsequent

problerns.

Ullr ^ W4OUV uv^^^ ---

tvtanutacturing qto:eT_ ^iod funtt".ies, Spgcial

Paper and P.ulP lnjus.trI'aDgr ano rulP rrruuru-Ch^aracteristics' Effects ar ru u wq u'v"- " ^- -

T]NIT. VI" ',]

Manuf acturinc3g:T:::1,*1'lgl"[11:.1?"::;lF]"Tffi EJ

J. Hammer (Jr)' !,'

crvrl ENGTNEERTNG 2009-2010 g

JAWAHARLAI, I\EHRU TECHNOLOGICAL UNIVERSITYITYDERABAI)

III Year B,Tech. C.E. I -Sem L TIPID C4 -t-t- 4

(55007) ENVIRONMENTAL IMPACT ASSESSMENT ANDMANAGEMENT

(ELECTTVE-r)

UNIT - IBasic concept of EIA : Initial environmental Examination, Elements of EIA,- factors affecting E-I-A Impact evaluation and analysis, preparation ofEnv iro nmental Base map, Classification of environmental parameters.

UNIT - II T

E I A Methodologies: introduction, Criteria fbr the selection of EIAMethodology, E I A methods, Ad-hoc methods, matrix methods, Networkmethod Environmental Media Quality Index method, overlay methods, cost/

benefit Analysis.

UNIT - IIIImpact of Developmental Activities and Land use: Introduction and

Methodology for the assessment of soil and ground water, Delineation ofstudy area, Identification of actives.'

UNIT.IVAssessment of Impact of developmentActivities on Vegetation and wildlifb,environmental Impact of Deforestation - Causes and effects of deforestatist.

UNIT.VProcurement of relevant soil quality, Impact prediction, Assessment of lmpact

significance, Identification and Incorporation of mitigation measures.

UNIT - VIE IAof surface water, Air and Biological environment: Methodology for the

assessment of Impacts on surface water environment, Air pollution sources,

Generalized approach for assessment of Air pollution Impact.

UI\IIT - VIIEnvironmental Audil & Environmental legislation objectives ofEnvironmenrdl Audit, Types of environmental Audit, Audit protocel, stages

CIVIL ENGINEERING 2OO9-2OIO13

of Environmental Audit, onsite activities' evaluation of Audit data and

preparation of Audit report, PostAudlt activities'

uNrr ' vIrI r -r mL- .-,-+^t t r &

The Environmental Pt'otection Act' The water Act' The Air (Preventton

Control of pollutionAcL), MotorAct' Wild lifeAct'

Case studies and preparation of Ertvirbnmental Impact assessment statement

for various Industries'

TEXT BOOKS:1. Environmental ImpactAssessment-& Management' Publisher:

' DaYaAuthor: B B Hosetti,AKumar

2- Environmental Impact Assess rcnt Methodologies' by Y' Anj aneyulu'

B.S. Publication, Sultan Bazar' Hyderabad'

3. Environmental Science and Engineering, by J' Glynn and Gary w'

Hein Ke - Prentice Hall Publishers

l"tfll):::' ,"''n" and Engineering' bv Suresh K' Dhaneja -S.K.,Katania & Sons Publication'' New Delhi' '

2. Environmental Pollution and control, by Dr H'S' Bhatia - Galgotia

Publication (P) Ltd, Delhi

CIVIL ENGINEERING 2OO9-2OIO A

JAWAHARLAL NEHRU TECHNOLOGICAI! UNIVERSITY

FTYDERABAD

III Year B.Tech. C.E. I -SemL T|PID :, C4 J-l- 4

(55008) ADVANCED STRUCTURAL ANALYSIS(ELECTIVE.I)

UNIT - IMomentdistributionmaterial_Applicationtotheanalysisofportalframeswith inclined legs and gable frames

UNIT - IIKani's method - application to continuous beam - portal frames (upto single

bay two storages)

UNIT - III T

ptasti"analysis-I_Ductility-ultimateload_plastichinger-shapefactor

- moment iurvature relations upper and lover band the" '

UNIT - IVplastic Analysis - II - Plastic Analysis beam - portal franres - meqhanism.-

portat survey mechanics.

UNIT _ Vaouiyri, of building frames by subsriture frame - upto five bays method.

UNIT - VIAnalysis of frames for lateral force - portal and cantilever method'

UNIT - VIIIntroduction to Finite Element method - Application to one dimensional

elements - shape function - lagrangian serendipity elements'

UNIT - VIIIIntroduction to Structural dynamics declaimer's principle -Free vibration -single degrtee of freedom - Eagleville - Eign veetour'

TEXT BOOKS1. Theory of Structures by B.C' Punmia, Jain, Ashok Kumar JainArun

KumarJain.2.FiniteElementAnalysis-S.S'Bhavikathi,NewagelnternationalPublication. 2010

RBFERENCES1. Analysis of Structures - T' S' Thandavamurthy' Oxford University

Press - 2009.

2. Basic of Structural dynamics nad Seismic design/ S'R' Damodara

swamy and S. Kavitha' -PHI,20l0

35 , # cIViL ENCINEERING 2irci9-2010

.,t

.IA\4AHARLAL NEIIRU TECIINOL9GICAI' TINI\DRSITY

IilDERABAD

III I'ear B.Tech. C.E.I =Sem

1.

2.

4.

5.

6.

7.

8.

9.

10.

I l.

12.

(55600) FI,UID MECHANICS &, IIYDRAULIC. MACHTNERY LAB

Calibration of Venturimeter & Orifice meter

Determination of coefficient of discharge for a gmall orifice /

mouthpiece by ccrnstant head method'

Calibration of contracted Rechngular Notch and / Triangular Notch

Determination of friction factor of a pipe'

Detetmination of Coefficient for minor losses'

Verification of Bernoulli's equation'

Impact ofjet on vanes

Sturiy of HYdraulic jumP'

Pcrformance test on Pelton wheel turbine

Perforrnance telit on Francis turbine' i

Fer,ormancecharacteristicsofasingleStage/multi-Stageientrifugal PumP.

Performance chalacteristics of a reciprocating pump'

L ,|IPID C

o -l3l- 2

ctvrl- ENGINEERING 2009_20t0 %

JA\IAHARLAL NETry.g IECIINOLPGICAL I.]IJIVERSITYIITDERABAI)

III Year B.Tkrh. C.E. I -Sem L TIPID C0 -/3t- 2

, (ss601) ENGJNEEnING GEOLOGY LABl. study of physical @perties andiidentification of minerars referred

under theory.

2. Megascopic and;rnicroscopic description and identification ofrocks referred under theory.

3 Megascopic and rnicroscopic identification ofrocks & minerars.

4. Interpretation and drawing of sections for geological maps showingtilted beds, faults, uniformities etc. " .

5. Simple Structural Geology problems.

LAB EXAMINATION PATTERN:l. Description and identification of SIX minerals

2. Description and identificationof Six (including igneous, sedimentaryand metamorphic rocks)

3. Interprctation of a Geological map along with a geologicar section.

4. Simple strike and Dip problems.

5t CIVIL ENGINEERING 2OO9.2OIO

JAWAHARI-AL NEHRU TECIINOI,OGICAL T]MVERSITYIIYDMABAD

Itr YearB.Teclr. C.E. tr -Sem L TIPID C

3 -t2-t- 4

(s6001) DESTGN OF STEEL STRUCTURES.

UNIT - I.Materials - Making of iron and steel - types of structural steel - mechanicalploperties of steel - Concepts of plasticity - yielfl Srength. Lo4{s - nn6

combinations local buckling behavior of steel. Conceptof limit State Design

- Limit States - Design Sm6ngths- deflection limits - serviceability - stabilitycheck.

UNIT - IIBolted connections - Riveted connections - IS - 800 - 2007 - specifications

- Design strength - effrciency ofjoint - prying action. Welded connections

- Types of welded joints - specifications - deiign requirements.

UMT - IUDesign of tension members- Design strength - Design procedure splice -

lug angle.

UMT - IY'Design of compress in members - Buckling class - slenderness ratio /strength design - laced - battened columns - splice - column base - slab

I

UNIT - VDesign of Beamss - Plastic moment - Bending and shear strength / buckling

- Builtup sections - laterally / supported beams.

UNIT - VIDesign of eccentric connections - Framed - stiffened / seat connection.

UNIT - YIIDesign of plate girders - elements - economical depth - design of mairtsection - connections between web and flange - design of stiffness bearing

- intermediate stiffeners - Design of Websplica & Flange splica.

39ctvlL ENGINEERINC 2009-20 lo

JAWAHARLALNEHRUTEcIINoLoGIcAIjUNIV.ERSITYFIYDERABAD

ItrYearB.rech.c.E.tr-Sem ", Tf: t

i'! (56002)'ENVIRONMENTAL ENGINEERING i

- drinking water standards.

UNIT - IISouncns oFWATER : Comparisonfrom quality and quantity and other

considerations - intakes - infiltration galleries, confined and unconfined

. aquifers distribution systems' : requirements - methods and layouts'

UNIT IIILayoutandgeneraloutlineofwatertreatmentunits_sedimentation,uniformsetiling velocity- principles - design factors - surface loadlng.- Jar test -optimum dosage of coagulant - coagulation-flocculation clarifrer design -coagulants - feeding arrangements' '

house.

UNIT. VIConservancy and water carriage systems - sewage and storm water

estimation-timeofconcentration_Stormwateloverflowscombinedflow

- characteristics of sewage - cycles of decay - decomposition of sewage'

crvtl- ENGTNEERING 2009-2010 4

examination of sewage - B.O.D. - C.O.D. equations. Design of sewers -shapes and materials - sewer appurtenances, manholes - inverted siphon -catch basins - flushing tanks - ejectors, pumps and pumphouses - housedrainge - components requirements - sanitary fittings-traps - one pipe andtwo pipe systems of plumbing - Ultimate disposal of sewage - sewagefarming - dilution.

UNIT _ VILayout and general out line of various units in.a waste water treatment plant

- primary treatment design of screens - grit chambers - skimming tanks -sedimentation tanks - principles and design of biological treatment -trickling filters * standard and high rate.

UNIT. VIIIConstruction and design of oxidation,ponds - Sludge digestion tanks -factors effecting - design of'Digestion tank - Sludge disposal by drying -septic tanks working principles and design - soak pits.

TEXT BOOKS:l. Water supply and sanitary Engineering by GS. Birdi, Dhanpat Rai &

Sons Publishers.

2. WaterSupplyEngineering,Vol. l, waste waterEngineering,Vol. II,B.C.Punmia, Ashok Jain &Arun Jain, Laxmi Publications Pvt.Ltd,NewDelhi

3. Elements of environmental enginee.ring by K.N. Duggal, S. ChandPublishers

REFERENCS :

l. Water and Waste Water Technology by Mark J Hammar *O Vfarf. f.HammarJr.

2. Water and Waste Water Technology by Steel

3. Water and Waste Water Engineering by Fair Geyer and Okun

4. Waste water treatment- concepts and design approach by G.L. Kariaand R.A. Christian, PHI

5. Waste water Engineering by Metcalf and Eddy.

6. Unit operations in Environmental Engineering by R. Elangovan andM.K. Saseetharan, New age International.

41 CIVIL ENGINEERING 2OO9-2OIO

JAWAHARLAL NEHRU TECHNOLOGICAL UI\IVERSITYITYDERABAI)

III Year B.Tech. C.E. tr -SemL TIPID C

3 u-l- 3

(56003) WATER RESOURCES ENGINEERING.IIUNIT.IStorage Works-Reservoirs - Types of reservoirs, selection of site for reservoir'

zone.s of storage of a reservoir, reservoir yield, estimation of capacity of

reservoir using mass curve- Reservoir Sedimentation - Life of Reservoir.-

Types of dams, factors affecting selection of type of dam, factors governing

selection of site for a dam.

UNIT.IIGravity dams: Forces acting on a gravity dam, causes of failure of a gravity

dam, elementary profile and practical profile of a gravity dam, limiting height

of a low gravity dam, Facrors of Safety -'stability Analysis, Foundation for

a Gravity Dam, drainage and inspection galleries.

UNIT.IIIEarth dams: types of Earth dams, causes of failure of earth dam, criteria for

safe design of earth dam, seepage through earth dam-graphical method,

measures for control of seePage.

UNIT.IVSpillways: types of spillways, Design principles of Ogee spitlways - Spillway

gates. Energy Dissiparers and Stilling Basins Significance of.Jump,Height

curve and Tail water Rating curve - usBR and Indian types of Stilling

Basins.

UNIT.VDiversion Head works: Types of Diversion head works- weirs and barrages,

layout of diversion head work - components. causes and failure of weirs

and Barrages on permeable foundations,-Silt Ejectors and Silt Excluders

UNIT.VIweirs on Permeable Foundations - creep Theories - Bligh's, Lanet and

Khosla's theories, Determination of uplift pressure- Various Correction

Factors - Design principles of weirs on permeable foundations using creep

theories - exit gradient, U/s and D/s Sheet Piles - Launching Apron'

43CIVIL ENGINEERING 2OO9'2OIO

JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY

ITYDERABAI)

III Year B.Tech. C.E. II -Sem L TIPID C

3 tl-l- 3

(56004) GEOTECHNICAL ENGINEERING'IIUNIT - IsoIL EXPLORATION: Need - Methods of soil exploration - Boring and

Sampling methods - Penetration Tests - Plate load test - Pressure meter -planningof Programme and preparation of soil investigation report'

UNIT - IIsLoPE STABILITY Infinite and finite earth slopes - types of failures -factorofsafetyofinfiniteslopes-stabilityanalysisbySwedisharcmethod,srandard method of slices, Bishop's Simptified method - Taylor's'stability

Number- Stability of slopes of ea{h dams under different conditions.

UNIT - III IEARTH PRESSURE TI{EORIES: Rankine's theory of earth pressure earth

pressuresinlayeredsoils_Coulomb'seartlrpressuretheory-Culmann'sgraphical method.

UNIT _ IVRETAINING WALLS: Types of retaining walls _ stability of retaining walls l

against overturning, sliding, bearing capacrty and drainage from backfill i

UNIT _ VsIIALI-owF.OUNDATIONS-BEARINGCAPACITYCRITERIA-Types-choice of foundation-I-ocation of depth- Safe Bearing Capacity -Terzaghi'

Meyerhbf, SkemPton and IS Methods

UNIT. VISHALLOWFOTINDATIONS.SETTLEMENTCRITERIA-Safebearingpressure based on N- value - allowable bearing pressure; safe bearing

capacity - plate load test - allowable settlements of structures'

UNIT.VIIPILE FOUNDATION: Types of piles -L'oad carrying capacity of piles based

on static pile formulae - Dynamic pile formulae - Pile load tests - Load

cauying cupacity of pile groups in sands and clays - Settlement of pile

groups. *,

;"it

: clvtL EN.INEERIN. 2oo9-2olo 44

UNIT - VIII'WELL FOUNDATIONS: Types - Different shapes of wells - Components

of wells - functions and Design Criteria - Sinking of wells - Tilts and shifts'

TEXT BOOKS:

1. Basic andApplied Soil Mechanics by Gopal Ranjan &ASRRao'

New Age International Pvl Ltd' (2004)'

2. Das,8.M., - ( 1999) Principles of Foundation Engineering -6th

' edition (Indian edition) Thomson Engineering

3. Geotechnical Engineering : Principles and practices of soil mechanics

and foundation englne"ttlg Uy VNS Murthy' Taylor & Francis Group'

REFERENCES:t. Analysis and Design of Substructures - Swami Saran' Oxford and

IBH Publishing company Pvt Ltd I 998

2. Geotechnical Engineering by S' K'Gulhati & Manoj Datta:Tat?

Mc.Graw Hilt tullishing company New Delhi' 2005'

3. Teng,W.C -Foundation ktigp " Prentice Hall' New Jersy

4. Bowles, J-E., ( 1988) Foundation Analysis and Design - 4th

Edition, McGraw-Hill Publishing company' Newyork'

45 ' clvlL ENGINEERING 2009-2olo

JAWAHARLAL NEIIRU TECHNOLOGICAL UNIVERSITY

HYDERABAD

Itr Year B-Tech' C'E' tr -SemL TTPID C

4 rt'l' 4

(s600s) TRANSPORTATTON ENGINEERING

UNIT r _ rr:-r--.^.,rorrolnnment'

HIGHWAY DEVELOPMENTAI{D PLANNING : Highwav development tn

India - Necessity for Highway Planning- Different Road Development Plans'

UNIT _ tIHIGHWAYPLANNING : Classification of Roads- Road NetwortPatterns -

Highway Alignment- Factors affecting Alignment- Engineering Surveys -

Drawings una n"po't'' noad Projects initiation need based planning

UNIT - III .n--,-^ci^f,\aci.*T)er'HrGHwAy GEOMETTC DESIGN: Imporrarrce of Geomeric Desigrr Destgn

controls and Criteria- "-ttt*"t

Cross Section Elements- Sight Distance

Elements- Stopping Jgi' ni"on"e' O-vertaking Sight Distance and

intermediate Sigftt Oistu-nce- Design of Horizontal Alignmenr Design of

Super elevation and Extra widening- Design of Transition:1t-::'-,"^:t*

of Vertical alignment-Gradients- Vertical curves' Typical cross sections for

different ryPes of roads'

UNIT - Iv ;ofrraffic-volume'speedand

TRAFFTCENGINEERING: Ba^sicParameter peed

Density- Traffic Volunre Studies- Data Collection and Presentatton-s

sudies- Data Coltection and hestntation- Parking Studies and Parking

characteristics- Road Accidents-Causes and Preventive measures- Accident

Data Recording - co;oition Diagram and Collision Dagrams' Traffic'

infrastructural and safety audits'

IINIT'V El{ft Roadrraffrcsigrs-TypesTRAFFIC REGIJI,ATION'+NO U'ANACTN'I

and Specificatio* - noua *arkings-Need foi Road Markings-Types of Road

Markings- Design oi*ttn Signals -Webster Method -IRC Method'

intelli gent transportadon systems typical architectures'

47CIVIL ENGINEERING 2OO9-2OIO

crvrl ENGINEERING 2009-2010 M

UNIT. VIINTERSECTION DESIGN: Types of Intersections - Conflicts at

Intersections- Types of At-Grade Intersections- Channelization : Objectives

-Traffic Islands and Design criteria-Types of Grade Separated Intersections-

Rotary Intersection - concept of Rotary and Design criteria- Impacts of

Geometrics on intersection with reference safety, Operational capacity'

UNIT - VIIINTRODUCTION TO RAILWAY ENGINEERING: Permanent way

components - Cross Section of Permanent Way - Functions of various

Components like Rails, Sleepers and Ballast -Rail Fastenings - Creep of

Rails- Theories related to creep -Ageing of Sleepers- Sleeper density.

GEOMETRIC DESIGN OF RAILWAY TRACK; Gradients- Grade

Compensation. Cant and Negative Super elevation- Cant Deficiency - Degree

of Curve - Crossings and Turn outs .

UNIT - VlIAIRPORT ENGINEERING : Factors affecting Selection of site for Airport -Aircraft Characteristics- Geomeffic Design of Runway- Computation of

Runway length - Correction for runway length - Orientation of Runway -Wind Rose Diagram - Runway Lighting system.

TEXT BOOKS:l. HighwayEngineering,s.K'Khanna&C.E.G.Justo,Nemchand&

Bros., 7th edition (2000). '

2. Railway Engineering, -A.text book of Transportation Engineering -S.P.chadula - S.Chand & Co. Ltd. 2001

3, Highway Engineering Design.-L.R.Kadiyali and Lal- Khanna

Publications. ' j;

4. AirportPlanning and Design- S.K.Khanna andArora,Nemchand Bros'

REFERENCES:l. Highway Engineering - S.P.Bindra , Dhanpat Rai & Sons. - 4th

Edition(1981)

2. Traffic Engineering & Transportation Planning - Dr.L.R'Kadyali,

Khanna publications - 6th Edition,l997.3. RailwayEngineering-August-Prabha&Co.' l5thEdition- 1994'

4. Air Transportation Planning & design - virendhra Kumar & Statish

Chandhra- Gal Gotia Publishers 1999

5. Principles of Traffic Engineering- Galber & Hoel, Cengage Learning'

JAWAHARLAL NEHRU TECHNOLOGICAL TJNIVERSITY

I{YDERABAI)

ItrYearB.Tech.C'E'II-Sem L TIPID C4 -l-l- 4

(56006) CONSTRUCTION TECHNOLOGY AND

PROJECT MANAGEMENT(OPEN ELECTIVE) .-,

UNIT-I: Fundamentalsof -Constructlon

Activities - Process - Constru tion Records -;;;;;t - Qualitv - satetv s and Regulations'

UNIT - II: Construction Method - Earthwork - Piling - Concrete and

E"*iri"g - Form work- Fabricatior and Erection'

UNIT - III : Mechanised Construction - Construction Equipment -Equipment E.onotit'-'L^;;;;;- R"ilers - Dozers - scrapers - Handling

Equipment - Con"tt" *tilitJ'i-"flu"Jfing nqoiipment - Cranes Draglines

and Clamshalls-

UNIT - IV ance and Safetv- ISO - 9000 Quality

sv.t"m, - p, L:*[:lt;;d et""ni"ur Saretv -

Environment

UNIT - V : Contract Managlment - Project Estimation - Types of

Estimation - co.tttu"t io"u;;;t:ci;ttification - Bidding - Procurement

Process.

UNIT - VI : Construction t Planning Techniqups -Planningof manPower,Mater FiTl!:

'

source leveling'

and Project Closure - Source

Resolution - Arbitratton -sure - Documentation'

TEXT BooK --,-^- c.,r.r.oiit sernswatl. ConstructionTechnology by Subir K' Sarkar' Subhajit Saraswati /^'

Oxford UniversitY Press' 2009'

2. construction tt"it"' J;;;;;ment - Theoiy and Practice' Nirajjha'

PearsonEducation' 20lO'

ment and Methods bY PeurifacY'

0.thPERT and CPM -B"C Punmra'

lication'

l

crvrl- ENGINEER.TNG 2OO9_201O 4g

JAWAHARLAL NETIRU TECHNOLOGICAL UMVERSITY

CIVIL ENCINEERINC .2OO9 -20 IO

JAWAHARLAL NEHRU TECHNOLOGIC AL I.JI{IVERSITY

ITYDERABAI)

Itr Year B.Tech. C.E. tr -Sem L TIPTD C

4 -ll- 4

(56008) INTELLECTUAL PROPERTY RIGHTS(OPEN ELECTM)

UNIT - IIntroduction to Intellectual property: Introduction, types of intellectual

property, international organizations, agencies and treaties, importance of

intellectual propertY rights.

UNIT _ IITrade Marks : Purpose and function of trade marks, acquisition of trade

mark rights, protectable matter, selecting and evaluating trade mark' trade

mark registration Processes.

UNIT - IIILaw of copy rights : Fundamental of copy right law, originality of material,

rights of reproduction, rights to perform the work publicly, copy right

ownership issues, copy right regisffation, notice of copy right' international

copy right law.

UNIT - IVLaw of patents : Foundation of patent laq patent searching process'

ownership rights and transfer

UNIT - VTrade Secrets : Trade Secrete law, determination of trade secrete status'

liability for misappropriations of trade secrets, protection for submission,

trade secrete Iitigation.

UNIT - YIUnfair competition : Misappropriation right of publicity, False advertising.

UNIT _ VIINew development of intellectual property: new developments in trade mark

law ; copy right law patent law,'intellectual property audits'

UNIT - VIIIInternational overview on intellectual property, international - trade mark

49

IIYDERABADItr Year B.Tech. C.E. fI -Sem L TIPID C

4 -t-t- 4(56007) URBAN DISASTER - INTELLIGENT

CONTROLS SYSTEMS(OPEN ELECTTVE)

UNIT - IDisasters : Types of disaster, Significant aspects of disasters, econemicimpact of disasters, Risk aspects, Hazards and disasters

UNIT - IIUrban Disaster and their environmental impacts :

floods, fires, droughts, land slides, Congestion polurban environment policies for remediaf measures.their impact.

UNIT - IIITechnology to Track urban Disasters : Monitoring profile -cameras, sensorsand communication systems Engineering profilei - total station, terrestriatscanners, and other survey equipment.

UNIT - IVPlanning Profiie - Impact on Urban Disasters: planning profile - Gps, satellitetechnology and photographic technique.

UNIT _ VInformation systems : Geography information systems - different packagesand over view, MIS - Architeiture, web enablei communication ryrt"rn, -over view.

TTNIT - VIhnology enabled online monitoring system,systems, fore casting approaches thro0gh

uNrr = r,ryiiDisiLstet. - ^::.,-: .:;.!,Ji.os i>n Clisastcr nritiuatiln mcasures.'-ti!:;-E:L{,;itC;s & TEXf BOOKS: .

l, Disasters - Global chailenges and local sorutions by Rajib Shaw. R.R.Krishna Murthy, University press.

2. l_:".to. Technologies & Date requirement of ITS by Lawerence A.Klein.

3. Dlgasjer mitigation - Experiences and reflections - pradeep sahni,AlkaDhameja, Uma Medhuri, pHL

.tl

CIVIL ENGINEF,RING 2Oq9-20 IO

JAWAHARLAI, NEIIRU TECHNOLOGICAL I'TNIVERSITY

HYDERABAD

ItrYearB.Tech.C'E'tr-Sem L TIPTD

o -l3l-

(56600) GEOTECHNICAL ENGINEERING LAB

LIST.OF EXPERIMENTS

l. Atterberg'sLimits(LL&PL)

2. Field density-core cutter and sand replacement method

3. Grain size analysis (Sieve and Hydrometer analysis)

4. Permeability of soil' constant and variable head test

5. ComPaction test

6. CBRTest

7. Consolidation test

8. Unconfined comPression test

g. Tri-axial ComPression test

10. Direct shear test'

11. Vane shear test

Note Any eight experiments naY be completed'

cr;

ctvrl- ENGTNEERTNC 2009_2010 g

JAWAHARLAL NEHRU TECHNOLOGICAL TAIIVERSITYHYDFRABAD

Itr Year B.Tech. C.E. II -Sem L TIPID Co -t3t- 2

(56601) ADVANCED ENGLISH COMMUNICATIONSKILLS LAB

l. Introduction

The proposed course should be an integrated theory and lab course toenable students to use 'good' English and perform the foltowing:. Gather ideas and information, to organise ideas relevantly and

coherentiy.. Engage in debates.o Participate in group discussions.. Face interviews.. Write project/research reports/technical reports.. Make oral presentations.. Write formal letters.. Transfer information from non-verbal to verbal texts and vice vetsa. -_o f[ take part in social and professional communication.

2. Objectives:

3. Syllabus:The following course content is prescribed for theAdvanced communicationSkills I-ab:

appropriately and relevantly - using the right body language _ roleplay in different situations.

CIVIL ENGINEERINC 2OO9-2OIO

Vocabulary Building - synonyms and antonyms, word roots, one-

word substitutes, prefixes and suffixes, study of word origin, analogy,

idioms and phrases.

Reading Comprehension - reading for facts, guessing meanings fromcontext, scanning, skimming, inferring meaning, Critical reading.

Writing Skills - structure and presentation of differenttypes of writing

- Resume writing /e - c o r re s p o nd enc e/Te chn i c al re p o rt w rit in g/ P o rtfu I in w r it i n g -planning for writing - research abilities/data collection/organizingdbta/tools/analy sis - improving one's writing.

Group Discussion - dynamics of group discussion, intervention,summarizing, modulation of voice, body language, relevance, fluency

and coherence.

Presentation Skills - Oral presentations (individual and group) through

JAM sessions/seminars and written presentations through posters/

projects/reports/PPTs/e-mails/assignments etc.

lnterview Skills - concept and process, pre-interview planning,

opening strategies, answering strategies, interview through tele and

video-conferencing.

Minimum Requirement:The English I-anguage Lab shall have two parts:'fhe Computer aided Language Lab for 60 students with 50 systems,

one master console, LAN facility and English language software forself- study by learners.The Communication Skills Lab with movable chairs and audio-visualaids with a P.A System, a T. V., a digital stereo -audio & video systern

and camcorder etc.

System Requirement ( HtrdwariE component):Computer nefwork with lnn with minimttm 60 multimedia systems with

the following specifications :

D P- IV Processora) Speed-2.8 GIZb) RAM-512MBMinimumc) HardDisk-80GBii) Headphones of High quality

5. Suggested Software:The software consisting of the prescribed topics elaborated abovq

should be procured and used.

53

4.

ii)

crvrL ENGINEERING 2009-2010 I

Suggested Software:. Clarity Pronunciation Power - part II. OfordAdvancedLeamer'sCompass,TsEdition. DELIA's key to the Next Generation TOEFLTest: Advanced Skill

Practice.. Lingua TOEFL CBT Insider, by Dreamtech. TOEFL& GRE( KAPLAN,AARCO & BARRONS, USA, Cracking

GREbyCLIFFS)

. The following software from 'train2success.com'

) Positive Thinking,

. English in Mind, Herbert Puchta and Jeff Stranks with Meredith Levy,Cambridge

6. Books Recommended:l. Technical Communication by Meenakshi Raman & Sangeeta Sharma,

Oxford University Press 2009.2. Advanced Comrnunication Skills Laboratory Manual by Sudha Rani,

D, Pearson Fducation 2011.3. English I anguage Communication : A Reader cum Lab Manual Dr A

Ramakishna Rao, Dr G Natanam & Prof SA Sankaranarayanan,Anuradha Publications, Cheruai, ?008.

4. English Vocabulary in Use'ieries, Cambridge University Press 2008.

5. Management Shapers Series by Universities Press(India)Pvt I.td.,Himayatnagar, Hyderabad 2008.

6. Communication Skills by kena Sen, PHI Learning Pvt Ltd., NewDelhi,2009.

7. Handbook for Technical Writing by David AMcMtu'rey & Joanne

Buckely CENGAGE lraming 2008.

8. Job Hunting by Colm Downes, Cambridge Qpiversity Press 2008.

9. Master Public Speaking byAnne Nicholls, JAICO Publishing House,

2M.10. English for Technical Communication for Engineering Students, Aysha

Vishwamohan, Tata Mc Graw-Hil 2009.

55

-

CIVIL ENGINEERING 2OO9'20 IO

11. Books on TOEFUGRE/GMAI/CAT/ IELIS by Banon's/DEIJIA/

CambridgeUniversityPress' r. ,-r a..L^-r.i '

12. International English for Call Centres by BarryTomalin and Suhashinl

itt"rnus' tutucmiilan Publishers' 2009'

DISTRIBUTION AND WEIGHTAGP OF MARKS:

;; ;"-r;; C t miuni c a t io n S kit I s t'a b P r a c t ic qI s :

1. The practical bxaminations for the English Language Laboratory

practice shall ue. coJ;;; ;; pet th"-uni n"rsity norms prescribed

' for the core englneering practical sessions'

2. ""t" lab sessions' there shall be a continuous

;;?; i;;25 sessional marks and 5o End -

s. Oittre ZS marks, 15 marks shall be awarded for

day-to-day work and f O"m-"iftt to Ue awarded by conducting Intelnaf

Lab Test(s). The End n^uminution shall be conducted by the teacher

;;";il'*ith the hed;f another member of the staff of the same

department of the same institution'

*1

JAWAHARLAL NEIIRU TECHNOLOGICAL UNIVERSITYITYDERABAD

IV Year B.Tech. C.E. I -Sern

CIVIL ENGINEERING 2OO9-2OIO

UNIT - VIIWell Construction - Drilling Equipment used for Well Construction - Borelog - Interpretation of Log Data.

UNIT - VIIISaline Water Intrusion in aquifer: Occurrence of saline water intrusions,Ghyben- Herzberg relation, Shape of interface, control of seawater intrusion.Groundwater Basin Management: Concepts of conjunction use, Casestudies.

TEXT BOOKS:l. Ground water Hydrology by David Keith Todd, JohnWiley & Son,

NewYork.Groundwater by H.M.Raghunath, Wiley Eastern Ltd.

REFERENCES :

1. Groundwater Hydrology by BOWER, JohnWiley & sons.

2. Groundwater System Planning & Managemnet - R.Willes &W.W. GYeh, Printice Hal l.

Applied Hydrogeology by C.W.Fetta, CBS Publishers & Distributers.

fitl'l 51

L TIP4D C4 :t-t- 4

(s7001) GROUND WATER DE'ELO*MBNT lNoMANAGEMENT(ELECTTVE-rI)

UNIT - Ic cycle, origin ofgroundal distribution of groundgeologic formation as

, Specific yield and Specific retention.UNIT - iIGround water Movement: permeability, Darcy's law, storage coefficient.Transmissivity, differentiar equation governing ppound water flow in threedimensions derivation, ground water flow equation in polar coordinatesystem. Ground water flJw contours ttreir appiications.

UNIT - IIIa,:T:,".,: a well in confrned and unconfined aquifers- uuputrs

, Assumptions, Formation constants, yieldo{ aq open d well tists - Recuperation Test.UNIT - IVUnsteady flow towards a well - Non equilibrium equations - Theis, sorution- Jocob and chow's simplifications, Iraky aquifeis - well Interference.UNIT - VSurface and subsurface rnvestigaiion: Surface methods of exproraiion -Electrical resistivity and seismic refraction methods. subsurface methods _Geophysical logging and resistivity logging. Aeriar phorogrammetryapplications along with case Studies in suusurrace InvestigatiJn.UNIT - VI

ncept of.artificial recharge _ rechargeGIS and RemoteSensing inArtificial

Case studies.

crvrl ENGTNEERING -2009-2010 -59

JA\ryAHARLAL IIEHRU TECIINOLOGICAL UIVVERSITY- IIYDERABAI)

IV Year B.Tkrh. C.E. I -Sem L TIPID4 -t-t-

(s7002) ADVANCED STRUCTURAL DESTGN(ELECTTVE-rr)

UNIT - IDesign and Detailing of Cantilever Types Retaining Walls - principles ofCounterfort Retaining Walls.

UNIT - IIDesign of Circular Rectangular Water Tanks.

UNIT - IIIDesign of Bunkers and Silos.

UNIT _ IVDesignof RCCChimneys

UNIT - VDesign of Concrete Bridges - IRC Loading - Design of Slab Bridge.

UNIT - YIDesign of T:Beam Girder Bridge.

UNIT - VIIDesign of Steel Bridges - Loadings - Design of Plate Girder Bridges.

UNIT - VIIIDesign of Steel Gantry Girders.

TEXTBOOKS:1. Advanced Reinforced Concrete Structures by Vargheesh, Pranties

Hall of IndiaPvt. Ltd.2. Reinforced Concrete Structures Vol. 2 by B.C. Punmia, Ashok

Kumar Jain andArun Kumar Jain, Laxmi, Fublications Pvt. Ltd.,NewDelhi.

REF'ER.ENCES :1. Essentials of Bridge Engineering by D. John Son Victor, Oxford

and IBM Publication Co., Pvt. I-td.2. Reinforced Concrete Design by S.U. Fillai and D" Menon, Tara Mc.

Ghrawhil I Publishing Company.Codes : R.elevant IS : Codes.

CIVIL ENGINEERING 2OO9-2OIO

JAWAHARLAL NEIN,U TECHNOLOGICAL UI{IVERSITYITYDERABAI)

IV Year B.Tech. C.E. I -Sem L TIPID C4 -l'l- 4

(s7003) ELEMENTS OF EARTHQUAKE ENGINEERING(ELECTIVE.II)

UNIT.IEngineering Seismology: Earthquake phenomenon cause of earthquakes-

Faults- Plate tectonics- Seismic waves- Terms associated with earthquakes-

Magnitude/Intensity of an earthquake-scales-Energy released-Earthquake

measuring instruments-seismoscope, Seismograph, acceletograph-strong

ground motiohs- Seismic zones of India.

UNIT . IITheory of Vibrations: Elements of a vibratory system- Degrees of Freedom-

Continuous system-Lumped mass idealization-Oscillatory motion-Simple

Harmonic Motion-Free vibrationof single degreeof freedom (SDOF) system-

undamped and damped-critical damping-Logarithmic decrement-Forced

vibrations.

UNIT - III

systems.

UNIT - IVIntroduction to earthquakeregular and irregular confiloads-basic load combinaanalysis-factors in seismic analysis-equivalent lateral force method'

UNIT - VReinforced Concrete Buildings: Principles of earthquake resistant deign ofRC members- Structural models for frame buildings- IS code (IS 1893) based

methods for seismic design- rofitting- Vertical irregularities- Plan

configuration problems- Determination of design lateral forces- Equivalent

lateral force procedure- Lateral distribution ofbase shear.

UNIT - VIMasonry Buildings: Introduction- Elastic pro

Categories of masonry buildings- Behaviourmasoffy walls- Behaviour of walls- Box act

I

C4

infill walls' Improving seismic behaviour of masoru.y:buildings- Loadcombinations andpermissible stresses- Seismic designrequirementJ-Laterarload analysis of masonry buildings.

UNIT - VII

UNIT - VIII

TEXTBOOKS:I Earthquake Resistant Design of structures _ S. K. Duggal, OxfordUniversity Press2 Earthquake Resistant Design of structures _ pankaj Agarwal andManish Shrikhande, prentice Hall of Indiapvr. Ltd.REFERENCE BOOKSl. Seismic Design of Reinforced Concrete and Masonry Building _ T.

Paulay and M.J.N. priesrly, John Wiley & Sons2. Masory and rimber structures including earthquake Resistant Design

-Anand S.Arya, Nem chand & Bros3. Earthquake -Resistant Design of Masonry Building _Miha

Tomazevic, Imperial college pr'ess. :

4- Advanced Reinforced concrete Design - p. c varghese. prentice Hallof IndiaPvt. Ltd.

5. Earthquake Tips - Learning Earthquake Design and ConstructionC.V.R.Murty

REFERENCE CODES:1. IS: 1893 (Part-l) -2o02."Citeria for EarrhquakeResisrant- Desighof structures." B.I.S., New Delhi.2. rs:4326-r993, " Earthquake Resistant Design and construction ofBuiiding", Code of pracrice B.I.S., New Delhi.3- IS: 13920-1993, i' Ductile detailing of concrete structures subjecredto seismic force" - Guidelines, B.I.S., New Delhi.

crvrl ENGTNEERING 2009_20t0 ffi INEERING 2OO9-2OIO

JAWAHARLAL NEHR.U TECHNOLOGICAL TJIIIVERSITYHYDERABAI)

IV Year B.Tech. C.E. I -Sem L TIPID C

4 -t-l- 4

(57004) WATERSIIED MANAGEMBNT(ELECTTVE-II)

UNIT.ITINTRODUCTION: Concept of watershed development, objectives ofwatershed development, need for watershed develop{.}ent in,India,Inte grated and multidisc ip linary ap pro ach for watershed mana ger.rlent.

UNIT.IICHARACTERISUCS OF WATERSHED : size, shape; physiography, slope,

climate, drainage, land use, vegetation, geology and soils, hydrology and

hydrogeology, socio-economic characteristics, basic data on watersheds.

UNIT.ITIWatershed delineation - Runoff Computations from a watershed - Flood

Frequency Analysis - Gumbell, Log Pearson and Weibull lvfiethods ofAnalysis.

UII[T.IVPRINCIPLES OFEROSION: Types of erbsion, factors affecting erosion,

effects of erosion on land fertility and land capability, estimation of soil loss

due to erosion, Universal sbil loss equation.

MEASUR-ES TO CONTROL EROSION: Contour techniques, ploughing,

furrowing, trenching, bunding, terracing, gully control, rockfill dams,

brushwood dam, Gabion.

UNIT.VWATER HARVESTING: Rainwater Harvesting, catchment harvesting,

harvesting structures, soil moisture conservation, check dams, artificialrecharge, farm ponds, percolation tanks.

UNIT.VIFOREST AND GRASS LAND MANAGEMENT: Interpretation of Satellite

Imageries- Land use and Land Cover. Land capability classification,management of forest, agricultural, grassland and wild land. Reclamation ofsaline and alkaline soils.

,.ti

ctvtl- ENGINEERING 2009-2010 o

UNIT.VIIECOSYSTEM MANAGEMENT: Role of Ecosystem, crop husbandry, soileruichment, inter, mixed and strip cropping, cropping pattern, sustainableagriculture, bio-mass management, dry land agriculture, Silvi pasture,holticulture, social forestry and afforestation.

UNIT.VIIIPlanning of watershed management activities, peoples participation,preparation of action plan, administrative requirements- Reservoir Routing..

TEXT BOOKS:l. Watershed Management by JVS Murthy, - NewAge InternationalPublishers.

2. Water Resource Engineerihg by R.Awurbs and Wp James, - prentice

Hall Publishers.

REFERENCE:1. Land and Water Management by VVN Murthy, - Kalyani publications.

2. Irrigation and Water Management by D.K.Majumdar. printice Halloflndia.

CIVIL ENGINEERING 2OO9-2OIA

JAWAHARLAL NEHRU TECHNOLOGICAL I'JNIVERSITY

ITYDERABAI)

IV Year B.Tkrh. C.E. I -Sem

(57005)'.GIS AI\DUNIT - I

L TIPID C

3 ll-l- 3

REMOTE SENSING

.Introduction to Photogrammetry: Principle and types of aerial photogaphs'

stereoscopy, Map Vs Mosaic, ground control, Parallax measurements for

height, determinations. :

UNIT - IIRemote Sensing - I: Basic concepts and foundation of iemote sensing -elements involved in remote sensing, electromagnetic Spectrum' remote

sensing terminologY and units.

UNIT - IIIRemote Sensing - II: Energy resources, energy interactions with earth

surface features and atmosphere, resolution, sensors and satellite visual

interpretation techniqires, basic elements, converging evidence'

interpretation for terrairt evaluation, spectral properties of water bodies'

introduction to digital data bnalysis

UNIT - IVGeographic Information system: Intr-oduction, Gls.definition and

terminology, GIS categories, cornponents of GI$ fundamental operations

of GIS, A 0reoretical frarirework for GIS-

UNIT - VTypes of data representation: Data collection and input oVerview, data input

and output. Keyboard entry and coordinate geometry procedure, manual

digitizing and scanning,Raster GIS, Vector GIS -Fite management, Spatial

-d-ata - Layer based GIS, Featule based GIS papplng' , , .. .

UNIT _ VIGIS Spatial Analysis: Cornputational Analysis Methods (CAM)' Visual

Analysis Methods CVAM), Data storage-vector data storage, attribute data

storage, overview of the data manipulation and analysis. Integrated analysis

ofthe spatial and attribute data.

crvtl- ENGTNEERING 2OO9-2O\O &

UNIT - VIIwater Resources Applications-I: Land use/Land cover in water resources,Surface water mapping and inventory, Rainfall - Runoff reiations and runoffpotential indices of watersheds, Flood and Drought impact assessment andmonitoring, Watershed.management for sustainable development andrilatershed characteristics.

UNIT - VIIIWater Resources Applications - II: Reservoir sedimentation, FluvialGeomorphology, water resources management and monitoring, Ground WaterTargeting, Identification of sites for artificial Recharge structdres, DrainageMorphometry, Inland water quality survey and management, water:depthestimation and bathymetry. .

TEXT BOOKS:l. Remote Sensing and its applications by LRA Narayana University

Press 1999.

2. Principals of Geo physical Information Systems - peter ABurraghand RachaelA. Mc Donnell, OxfordPublishers 2004.

REFERENCES:1. Concepts &Techniques of GIS by C.p.LoAlbert, K.W. yonng,

Prentice Hall (India) Publications.2. Remote Sensing and Geographical Information systems by M.Anji

Reddy JNTU Hyder abad 2U)1, B.S.Publications.3i. GIS by Kang - tsung chang, TMH Publicarions & Co.,4. Basics of Remote sensing & GIS by S.Kumar, Laxmi Publications.5. Fundamental of GIS by Mechanical designs John Wiley & Sons.

CIVIL ENGINEERING 2OO9-20 I,O

JAWAHARLAL NEHRU TECHNOLOGICAL T.]NTVERSITY

HYDERABAI)

IV Year B.Tech. C.E. I -Sem L TIPID C

3 u-l- 3

(57006) PAVEMENT DESIGNUNIT - IFactors Affecting Pavement Design- Variables Considered in Pavement

Design, Types of Pavements, Functions of Individual Layers, Classification

of Axle Types of Rigid Chassis and Articulated Commercial Vehicles, IrgalAxle and Gross Weights on Single and Multiple Units, Tire Pressure, Contact

Pressure, EAL and ESWL Concepts, Traffic Analysis: AfiT, tr qp1, Lu"OFactor, Growth Factor, Lane, Directional Distributions & Vehicle Damage

Factors, Effect of Transient & Moving Loads.

UNIT - IIStresses In Paver-nents: Vehicle-Pavement lnteraction: Transient, Random

& Damping Vibrations, Steady State of Vibration, Experiments on Vibration,

Stress Inducing Factors in Flexible and.Rigid pavements

UNIT.IIIStress In Flexible Pavements: Visco-Elastic Theory and Assumptions,

Layered Systems Concepts, Stress Solutions for One, Two and Three

Layered Systems, Fundamental Design Concepts

UNIT - IVStresses In Rigid Pavements: Westergaard's Theory and Assumptions,

Stresses due to Curling, Stresses and Deflections due to Loading, Frictional

Stresses, Stresses in Dowel Bars & Tie Bars

UNIT - VMaterial Characteristics: CBR and Modulus of Subgrade Reaction of Soil,

Mineral aggregates - Blending of aggregates, binders, polymer and rubber

rnodified bitumen, Resilient, Diametral Resilient and Complex (Dynamic)

Moduli of Bituminous Mixes, Permanent Deformation Parameters and other

Properties, Effects and Methods of Stabilisation and Use of Geo Synthetics.

UNIT. VIDesign Of Flexible Pavements: Flexible Pavement Design Concepts,

.{,sphalt Institute's Methods with HMA iind other Base Combinations,

crvrl ENGTNEERING 2009-201G 6

AASHTO,IRCMethods,

UNIT. VIIDesign Of Rigid Pavements: Calibrated Mechanistic Design process, pCA,AASHTO & IRC Specifications, Introduction to prestressed andContinuously Reinforced Ceinent Conclete Psvement'Design.

TJNIT - VINDesign of Pavement - Pavement design for low volume roads. Rural roaddesigns - code ofpractices.

REFERENCES:l. Design of Functional Pavemenrs, Nai C. Yang, McGraw Hill publications

2. Concrete Pavemeuts, AF Stock, Elsevier, Applied Science publishers

3. Principles of Pavement Design:, Yoder.J. & Witzorac Mathew, W. JohnWiley & Sons Inc

4. PavementAnalysis & Design. Yang H. Huang, prentice Hall Inc.

5. Pavement ahd Surfacings for Highway & Airpors, Micheal Sargious,Applied Science Publishers Limited.

6 IRC Codes for Flexible and Rigid Pavements design

ENGINEERING 2OO9-20IO

JAWAHARLAL I\EHRU TECHNOLOGICAL UI\IVERSITYIIYDER,ABAI)

.[V Year B.Tbch. C.E. I -Sem L TIPID C3 u-t- 3

(s7007) ESTIMATTNG AND COSTTNGI'NIT - IGeneral items of work in Building - Standard Units Principles of workingout quantities foi detailed and abstract estimates -Approximate method ofEstimating. Earthwork for roads and canals

UNIT - II. Detailed Estimates of Buildings.

UMT - IIIEarthwork for roads and canals

UNIT . IVRate Analysis - Working out data for various items of work over head and

contingent charges.

UNIT -VReinforcement bar bending and bar requirement schedules.

, UNIT.VII Contracts - Types of contracts - Contract Documents - Conditions ofcontract.

[]NIT - VIIValuation of buildings.

UNIT . VIIIStandardspecificationsfordifferentitemsofbuildingconstruction.

TEXT BOOKSl. Estimating and Costing by B.N. Dutta, UBS publishers, 2000.

2. Estimating and Costing by GS. Birdie

REFERENCFS :

l. Standard Schedule ofrates and standard data book by public works

department.2. I. S. 1200 ( Parts I to XXV - 1974l method of measurementof building

and Civil Engineering works - B:I.S.)3. Estimation, Costing and Specifications by M. Chakraborthi; Iaxmipublications.4. NationalBuildingCode

ctvll- ENGINEERING 2009-2010 6g

JAWAHARLAL NEHRU TECHNOLOGICAL T]NIVERSITYITYDERABAD

IVYearB.Tech. C.E.I em L TtPtD4 U-t-

(s7008) WATER RESOURCES PLANNING ANDMANAGEMENT (ELECTIVE.IID

UNIT - IIntroduction: concepts of systems analysis, definition, systems approachto water resources'planning and management, role of optimization models,objective function and constraints, types of optimization techniques.

UNIT - IILirrapogamnugl:FmnulatimlirrcrgogranrningmodelsgaphicalnEftodsinplexnnffndapplicationoflirrarpogrammingin waf€rrcscurcs.

UNIT - IIILinear programming - II: Revised simplex method, duality in linearprogramming, sensitivity and past optimality analysis.

UNIT - IVDynamic programming: Belman's principles of optirnality fotwmd'andbackward recursive dynamic.programming; case of dimensionality,application of dynamie programming for resource allocation.

UNIT - VNonJinear optimatizationtechniques: Clerical of method optimization, Kuch-Tucleer, gradential based research techniques for simple unconstfainedoptimization.

UNIT - VISimulation: application of simulation techniques in water resources.

UNIT - VIIWater -resources economics: Principles of Economics analysis, benefit costanalysis- Multi-purpose Projects - CostAllocation among various Projects

- Alternative Single Projecr Socio economic intuitional and pricing ofwater resources.

UNIT _ VIIIWater resources management: Planning of reservoir system, optimaloperation of single reservoir system, allocation of water resburces, optimalcropping pattern, conjunctive use, of surface and sub-surface waterresources.

TEXT BOOKS:1. Wa Vedula & Mujumdar - Tata

Mc2. Wa &Lee. Oxford Publishers 2005.

.REFERENCE:1. Optimal design of water distribution networks P.R.Bhave, NarosaPrhliqhino hnrrqe ?OOa

CIVIL ENGINEERINC 2OO9-2OIO

JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY

IIYDERABAI)

IVYearB.Tech. C.E. I -Sem L TIPTD C4 U-l- 4

(57009) FINITE ELEMENT METHODS (BLECTIVE'IIDUNIT - IIntroduction to Finite Element Method - Basic Equations in Elasticity -

equation - concept of plane stress - plane strain advantages and

disadvantages of FEM.

UNIT - IIElement shapes - nodes - nodal degree of freedom - strain displacement

relations.

UNIT - IIIFinite ElementAnalysis (FEA) of - one dimensional problems - Bar element

- Shape functions stiffness matrix - stress - strain

UNIT - IVFEA Beam elements - stiffness matrix - shape function - continuous beams'

UNIT - VFEA Two dimessional problem - csT - LST element - shape function -stress - strain.

UNIT - VILagrangian - Serenalipity elements - Hermit polynomials - regular, hregular

2 D & 3D - Element -shaPe functions.

UNIT - VIIlsoparametric formulation - concepts of, isoparametric elements for 2D

anaiysis -formulation of CST element,4 -noded and 8-noded iso-parametric

quadril ateral elements.

UI\IT-VItrSolution Techniques: Numerical Integration, Static condensation, assembly

of "1.*"rrr,

and solution techniques for static loads'

TEXTBOOK:l. Finite element analysis by S.S. Bhavakatti-New age infernational' publishers3. . Finite element method by logan daryl

REFEREIT{CES:

l. Finite element method by chandrupatta, belegunda

2. Finite element analysis by p. seshu, TMH

C4

4i

- CIVIL ENGTNEERTNG 2009_2010 T)

JAWAHARLAL IYEIM.U TECIINOLOGICAL TJNTVERSITYIIYDERABAI)

fV Year B.Tech. C.E. I -Sem L TPID C4 Lt-t- 4

(s7010) DTSASTER

Unit-I

MANAGEMENT AND MITIGATION(ELECTTvE-rrD

Unit -VEmerl. ement_ Three Stages

2.3.

Unit -VINatural Disaster Reduction & Managementa) Provision of Immediate relief ireasures to disaster affected peopreb) Prediction of Hazards & Disastersc) Measures of adjustment to natural hazardsUnit -VIIPi:g:l Y*""eement- An integrated approach for disaster preparedness,mlngatlon dg awareness

h Engineering Councili. National Standards CommitteeIntegrated Planning- Contingency management preparedness _a) Education on disastersb) Cornmunity involvementc) Jh9 adjgltmgnt of Human population to Natural hazards & disasters

Role of Media

I Yg:qWlrNga"ncies tike IINCRD, rDNDR., wHo, UNESCO,TINICEF,TINEP

CIVIL ENGINEERINC 2OO9-2OI O

Unit -IIal hazards and Disastersrds- Planetary Hazar ds/- Planetary Hazards_

Unit -III

Unit -IV

soil Erosion:- Mechanics & forms of Soil Erosion- Factors & causes ofSollErosron- Conservation measures of Soil g.;sioo, Chemical h^r;;iJ

crvrl ENGINEERTNG 2009-2010 n

Unit -V[Ia. A regional survey of Land Subsidence, Coastal Disaster, CyclonicDisaster & Disaster in Hills with particular reference to Indiab. Ecological planning for sustainability & sustainable development in

India- Sustainable rural development: A Remedy to Disasters -Roleof Panchayats in Disaster mitigations

c. Environmental policies & programmes in India- Institutions &National Centres for Natural Disaster reduction, Environmentalkgislations in India, Awareness, Conservation Movement, Education& training

TEXT BOOK:Disaster Mitigation: ExperiencesAnd Reflections by Pardeep Sahni

REFERENCESI R.B.Singh (Ed) Environmental Geography, Heritage Publishers

NewDelhi,t9902 Savinder Singh Environmental Geography, Prayag Pustak Bhawan,

1997

3 Kates,B.I & White, GF The Environment as Hazards, oxford, NewYorh 1978

4 R.B. Singh (Ed) Disaster Managernent, RawatPublication, NewDelhi,2000

5 H.K. Gupta (Ed) Disaster Management, UniversitersPress, India,N3

6 R.B. Singh, Space Technology for Disaster Mitigation in India(INCED), University of Tokyo, 1994

7 Dr. Satender , Disaster Management t in ltrills, Concept PublishingCo., NewDelhi,2Q03

8 A.S. AryaAction PlanFor Earthquake,Disaster, Mitigation in V.K.Sharma (Ed) Disaster Management IlPAPublication New Delhi,tw

9 R.K. Bhandani An overview on Natural & Man rnade Disaster &their Reduction, CSIR, New Delhi

l0 M.C. Gupta Manuals on Natural Disaster management in India,National Centre for Disaster Management, IIPA, New Delhi, 2001

CIVIL ENGINEERING 2OO9-20 IO

JAWAHARLAL NEHRU TECHNOLOGICAL T.DIIVERSITY

HYDERABAD

YearB.Tech. C.E.I-Sem L4

TIPID Cll-l- 4

(s7011) ADVANCED FOUNDATION ENGINEERING

-Iion-Bearing capacity of Footings subjected to Eccentric and

lilined loading - Meyerhoff 's, Hansen's, Vesic theories - Foundations on

layered soils.

-IIElastic settlement of Footings embedded in sands and clays of Infinite

ickness -Footings on soils of Finite thickness-Schmertamaunn's method,

method.

UNIT - IIIPile Foundations - static and dynamic methods-pile groups-negative skin

ftiction-under reamed piles.

UNIT - IVSettlement of Pile groups resting in sands and clays -laterally loaded piles-

ultimate capacity of laterally loaded piles.

UNIT - VLaterall Earth pressures-Rankine - Coloumb's and graphical methods -Stability of cantilever and counterfort retaining walls, Reinforced earth

retaining walls.

IINIT - VICantilever sheet piles and anchored bulkheads, Earth pressure diagram -

Determination of Depth of embedment in sands and clays - Timbering oftrenches- Earth pressure diagrams - Forces in struts.

UNIT - VIICaissons and well foundations: Types of caissons - well foundations -

Different shapes of wells - Components of wells - functions and Design -Design Criteria - Sinking of wells - lateral stability by Terzaghi's analysis.

UNIT . VIIIFoundations in Expansive soils - Problems in Expansive soils - Mechanism

of swelling-Swell Pressure and Swelling potential-Heave-foundationpractices-Sand cushion-CNS technique - under - reamed pile Foundations

- Granular pile. - anchor technique, stabilization of expansive soils.

I

crvrl ENGTNEERING 2009-20t0 74

TEXT BOOKS:

1 Das, B.M., - ( I 999) Principles of Foundation Engineering -4'h edition

PWS Publishing, SingaPore.

2 Bowles, J.E., (1988) FoundationAnalysis and Design - 4'h Edition,

McGraw-Hill International.

3 Geotechnical Engineering : Principles and practices of soil mechanics

and foundation Engineering by VNS Murthy, Taylor & Francis Group

REFERENCE BOOKS:

I Geotechnical Engineering by c. venkataramah, NewAge International

Pvt.Ltd, Publishers (2002).

2 Analysis and Design oftSubstructures - Swami Saran, Oxford & IBH

Publishing Company Pvt.Ltd ( 1998).

3 Basics and Applied Soil Mechanics by Gopal Ranjan & ASR Rao,

New Age International Pvt.Ltd, Publ ishers (2002).

CIVIL ENGINEERING 2OO9.2OI O

JAWAIIARLAL NEINU TECHNOIOGICAL I.JMVERSITY'I{TDERABAI)

Ityye"tn:f""h.C.E.I-Sem L 'TlPlD C

o 'Rl' 2$

( 57601) CONCRETE AND HIGHWAY MATERIALS LAB

I. ROAD AGGREGATES:

rl. Aggregate Crushing value

'?,,, Aggregate ImPact Test,

3. Specific Gravity and Water Absorption'

4. Attrition Test

5. Abrasion Test.

6. Shape tests

II. BITUMINOUS MATERIALS:i. Penetration Test.

Z DuctilitY Test.

I.4.

Softening Point Test.

Flash and fire Point tests.

CENGNT AI.{D CONCRETES :

TESTS ONCEMENTS:

Normal Consistency of fineness of,cement'

Initial setting time and final setting time of cement'

Specific gravity and soundness of cement'

Compressive strength of cement.

Workability test on concrete by compaction factor, slump and

Vee-bee.

Youngis modulus and compressive strength of concrete'

Bulking of sand.

Non-Destructive testing on concrete (for demonstration)

Itr.

l.)J.

5.

4.

6.

7.

8.

,-.CryIL..ENGINEERING Z0.Og_2010 i6

JAWAIIAR"LAL I\EIN.U TEEIINOL@IC.AI, UMVERSITYTTVDER/(EAD

IVYegrtsrTech.C.E. I-Sem , L :.i0

r' ( 57609} EN\{NRONMENTADENGINBER,ING

TIPID-t3t-

LAB

c2

LIST OF EXPERIMENTSI Determinarion of pH and Turbidity2. Determination of Conductivity and rotal dissorved sorids (organic

and Inorganic)

3. DeterminarionofAlkalinity/Acidity.

4. Determination of Chlorides.5. Determination of iron.

6. Determination of Dissolve{ Oxygen. .

7. Determination of Nitrates.8. Determination of Optimum dose of coagulant9. Determination of Chlorine demand10. Determination of total phosphorous.

11. Determinatio.nofB.O.D

12. DeterminationofC.O.D

13. Determination of Optimum coagulant dose.14. Determination of Chlorine demand.

15. Presumptive coliform test.

NOTE : At least 8 of the above experiments are to be conducted.

CIVIL ENGINEERINC 2OO9.2OIO

RLAL NEHRHffi#rrff crcAl, uNrvERSrrY

fVYearB.Tech.C.E.II-Sem L TIPTD C

3 u-t- 3

(ELECTTVE-rV)

UNIT - I,,Dewatering: methods of de-watering- sumps and interceptor ditches- single,

multi stage well points - vacuum well points- Horizontal wells-foundationins-blanket drains- criteria for selection of fill material around drains -

Electro-osmosis.

UNIT -IIGrouting: Objectives of grouting- grouts and their properties- groutingmethods- ascending, descending and stage gouting- hydraulic fracturingin soils and rocks- post grout'test.

UNIT - IIIIn - situ densification methods in granular Soils:- Vibration at the ground

surface, Impact at the Ground Surface, Vibration at depth, Impact at depth.

UNIT. IVI In- situ densification methods in Cohesive soils:- preloading or dewatering,

1 Vertical drains - Sand Drains, Sand wick geodrains - Stone and lime columns, - thermal methods.

I]NIT - Vn'Reinforced Earth: Principles - Components of reinforced earth - factors

governing design ofreinforced earth walls - designprinciples ofreinforced'earth walls.

,. UNIT - VIGeosynthetics : Description, properties, functions and applications of

" { geosynthetics

'. UNIT - VIIGeoenvironmental application of geosynthetics : Geomembranes for landfi llsand ponds, Geosynthetic clay liner, Designing with GCL;s, Filration, Erosioncontrol, slope protection.

crvrl ENGTNEERTNC 2009-2010 78

UNIT - VIIIStabilization: Methods of stabilization-mechanical-cement- lime-bituminous-

chemical stabilization with calcium chloride, sodium silicate and gypsum.

Expansive soils: Problems of expansive soils - tests for identification -methods of determination of swell pressure. knprovement of expansive soils

- Foundation techniques in expansive soils - under reamed piles.

TEXT BOOKS:l. HausmannM.R. (1990), Engineering Principles of Ground

Modification, McGraw-Hill International Edition.

2. PurushothamRaj. GroundlmprovementTechniques, Laxmi

Publications, New Delhi

REFERENCES:l. MoseleyM.P (1993) Ground Improvement, BlackieAcademic and

Professi,onal, Boca Taton, Florida, USA.

2. Xanthakos P.P,Abramson, L.W and Brucwe; D.A(1994) Ground

Control and Improvement, John Wiley and Sons,

NewYork,USA.

3. Robert M. Koerner, Designing with Geosynthetics, Prentice Hall New

Jercy, USA

CIVIL ENGINEERING 2OO9-20 I O

JAWAHARLAL NEHRU TECHNOLOGICAL LINWERSITY

HTDERABAI)

YearB.Tech.C.E.II-Sem L "IIPID C

u-l- 3'3

(5SOO2) DESIGN AND DRAWING OF

IRRIGATION STRUCTURES

(ELECTIVE.IV)

and drawing of the following hydraulic structures'

Surplus weir.

SyphonWell DroP

Trapezoidal notch fall.

Tank sluice with tower head

Sloping glacis weir.

Canal regulator

Under Tunnel.

Type III SYPhon aqueduct

Examination Pattern:

1l

Question paper is divided into two parts with two questions in each

The student has to answer ONE question from each part' Part I

cover the designs and drawings from Group A for 45 marks and

II should cover only designs from group B carrying 30 marks'

duration of examination will be FOUR hours'

ver, the students are supposed to practise the drawings for Group

also for internal evaluation.

BOOKS:

Water Resources Engineering - Principles and Practice by Challa "

,;'satyanarayana Murthy, New Age International Publishers'

" Iirigation engineering and Hydraulic structures by'SK'Garg'

Standard Book House.

ctvrl- ENGTNEERING 2009_2010 &)

JAWAHARLAL NEIIRU TECHNOLOGICAL T]NIVERSITY

rvyearB.Ttrch.c.E.tr-SemITYDERABAD L TIprD

lNc aivo3nEsrcK^UNI - IV)

l. on Systerns

2.

3. Growth of air trans I economY

4. Aviation orsanizatiUNIT-II Comfonents

diesirport planningn

2. TaxiwayconfigurationsUNIT - V1. Introduction of Airport configurations2. Analysis of wind

f the TerminalArea

Control

2. Navigation aidsUNIT - VINL Air Traffic Control2. Air rraffic control facilities3. Air safety & Regulation issuesTEXT BOOKI Khanna S K, Arora M G and-Jain S S, Airport planning and Design,Nemchand and Brothers, Roorkee, I 994.REFERENCES

I Rangwala, Airporr Engineering, Charorar publishing House, 1996,2 . Air Transportation prinning ddesign - virendhra i<uru, a illirr,

Chandhra - Gal Gotia publishers ( t 9-99).

C3

8l CIVIL ENCINEERING 2OO9-2OIO

JAWAHARLAL I\EHRU TECHNOLOGICAL T]NWERSITYITYDERABAI)

IV Year B.Tech C.E. II -Sem L TIPID C

.3 u-t- 3

(s8004) PRESTRESSED CONCRETE STRUCTURS(ELECTIVE.IV)

UNIT - IINTRODUCTION: Historic development - General principles of presnessing

pretensioning and post tensioning - Advantages and limitations of <1

presffessed concrete - Materials - High strength concrete and high tensilesteel their characteristics.

UNIT _ III.S.Codiprovisions, Methods and Systems of Prestressing; Pre-tensioningand post tensioning methods - Analysis of post tensioning - Differentsystems of prestressing like Hoyer System, Magnel System Freyssinet jlsystem and Gifford - Udall System.

UNIT - IIILOSSES OF PRESTRESS: Loss of prestress in pre-tensioned and post-

tensioned members due to various causes like elastic shortage of concrete,

shrinkage ofconcrete, creep of concrete, Relaxation of steel, slip in anchorage

bending of member and frictional losses. / 1

UNIT - IVAnalysis of sections for flexure; Elastic analysis of concrete beams

prestresse_d with straight, concentric, eccentric, bent and parabolic tendons.

UNIT-V ]

DESIGN OF SECTIONS FOR FLEXURE AND SIIEAR: Allowable stress, ]

Design criteria as per I.S.Code - Elastic design of simple rectangular and I-section for flexure, shear, and principal stresses - design for shear in beams

- Kern - lines, cable profile.

UNIT - VIANALYSIS OF END BLOCKS: by Guyon's method and Mugnel method,

Anchorage zone strusses - Approximate method of design - Anchorage l

zone reinforcement - Transfer of prestress pre-tensioned members. i

UNIT - VII

cIVrL ENGINEERTNG 2009-2010 .. g2

Composite section: Introduction - Analysis of stress - Differ.ntiul ,hrinkug"- General designs considerations.

UNIT - VIUDEFLECTIONS OF PRESTRESSED CONCRETE BEAMS : Impbrtance ofcontrol of deflections - factors influencing deflections - short.termdeflections of uncracked members prediction of long term deflections.

TEXT BOOKS:L Prestressed Concrete by Krishna Raju; - Tata Mc.Graw Hill

Publications.2. Prestressed Concrete by N.Rajasekharan; - Narosa publications.

REFERENCE:l. Prestressed Concrete by Ramamrutham; Dhanpatrai Publications.2. Design of Prestressed concrete structures (Thfud Edition) by T.y. Lin

& Ned H.Burns, John Wiley & Sons.

Codes: BIS code on prestressed concrete, IS I 343.

CIVIL ENGINEERING 2OO9-2OI O

JAWAHARLAL I\EHRU TECHNOLOGICAL I.JI\IVERSITYIIYDERABAI)

IV Year B.Tectu C.E. II -Sem TIPID C

u-t- 3

(58005) DATA BASE MANAGEMENT SYSTEMS(ELECTM - IV)

UNIT I:Data base SystemApplications, data base System VS file System - View of

Data - Data Abstraction -Instances and Schemas - data Models - the ER

Model - Relational Model - Other Models - Database Languages - DDL -DML - database Access for applications Programs - data base Users and

Administrator - Transaction Management - data base System Structure -Storage Manager - the Query Processor

UNIT II :

History of Data base Systems. Data base design and ER diagtams - Beyond

ER Design Entities, Attributes and Entity sets - Relationships and

Relationship sets - Additional features of ER Model - Concept Design with

the ER Model -Conceptual Design for Large enterprises.

UNIT III :

Introduction to the Relational Model - Integrity Constraint Over relations -Enforcing Integrity constraints - Querying relational data - Logical dfta

base Design - Introduction to Views - Destroying laltering Tables and

Views.

Relational Algebra - Selection and projection set operations - renaming -Joins - Division - Examples of Algebra overviews - Relational calculus -Tuple relational Calculus - Domain relational calculus - Expressive Power

of Algebra and calculus.

UNIT IV :

Form of Basic SQL Query - Examples of Basic SQL Queries - Introduction

to Nested Queries - Correlated Nested Queries Set - Comparison Operators

-Aggregative Operators - NULL values - Comparison irsing Null values -Logical connectivity's - AND, OR and NOT - Impact on SQL Constructs -Outer Joins - Disallowing NULI values - Comphx Integrity Constraints in

SQL Triggers and Active Data bases. ,:.

L3

rl

CIVII,. ENGINEERING 2OO9-2OIO U

UNIT V :

Schema refinement - Problems Caused by redundancy - Decompositions -Problem related to decomposition - reasoning about FDS - FIRST, SECOND,THIRD Normal forms - BCNF - I-ossless join Decomposition - Dependencypreserving Decomposition - Schema refinement in Data base Design- Multivalued Dependencies FORTH Normal Forrn.

UNIT VI :

Transaction Concept- Transaction State- Implementation of Atomiiity andDurability - Concurrgnt - Executions - Serializability- Recoverability -Implementation of Isolation - Testing for serializability- Lock -BasedProtocols - Timestamp Based Protocols- Validation- Based Protocols -Multiple Granularity.

UNIT VI{: .

Recovery and Atomicity - Log - Based Recovery - Recovery withConcurrent Transactions - Buffer Management - Failure with loss ofnonvolatile storage-Advance Recovery systems- Remote Backup systems.

T]NIT VIII :

Data on External S.torage - File Organization and Indexing - Cluster Indexes,Primary and Secondary Indexes - Index data Structures - Hash BasedIndexing - Tree base Indexing - Comparison of File Organizations - Indexesand Performance Tuning- Intuitions for tree Indexes - Indexed SequentialAccess Methods (ISAM) - B+ Trees: ADynamic Index Structure.

TEXT BOOKS :1. Data base Management Systems, Raghurama Krishnan, Johannes

Gehrke, TATAMcGrawHill 3rd Edition2. Data base System Concepts, Silberschatz, Korth, McGraw hill, V

edition.

REFERENCES :

l. Data base Systems design, Implementation, and Management, PeterRob & Carlos Coronel 7th Edition.Fundamentals of Database Systems, Elmasri Navrate PearsonEducation :

Introduction to Database Systgms, C.J.Date Pearson EducationOracle for Professionals,T,he X Team,S.Shah and VShah,SPD.Database Systems Using Oracle:A Simplified guide to SQL and PU.SQL.Shah,PHI.Fundamentals of Database MdnagemehtSystems,M.L. Gillenson,Wiley Student Ediiion.

3.

4.

5.

85 CIY.IL, ENGINE,ERING'"2OO9.-2OT O

JAJV,.qIIABLAL,N.E-I.RUilE{F.f:iQl,ffi ICALUIUYERSITYJ{.XDEAABAD

IV Year8lTlittr- C.E.'u -Sem

(ss006) REHABIHABILITAITION AND RETROiIohrrrxc orSTRUCTURES

UNIT - I Introdubtion - Deterioration of Structures - Distress inStructtires = Gauses, and Prevention.

UNIT - II Mechanism of Damage - Types of Damage.

UNIT r- III Corrosion of Steel Reinforcement - Causes - Mechanismand Prevention.

L TIPID3 u-t-

C3

UNIT - IV Damage of Structures due to Fire - Fire Rating of Structures

- Phenomena of Desication.

UNIT.- V Inspection and Testing - Symptoms and Diagnosis ofDistress - Damage assessment - NDT.

UNIT - VI Repair of Structure - Common Types of Repairs = Repair inConcrete Structures - Repairs in Under Water Structures - Guniting -Shot Create - Underpinning.

UNIT -,YII Strengthening of Structures - Strengthening Methods -Retrofitting - Jacketing.

UNIT - VIII Health Monitoring of Structures - Use of Sensors -Bnilding lns.trurnentation,

TEXT BOOKS:l. Concrete Repair and Maintenance Illustrated, RS Means Company

IncW. H. Ranso, (1981)

2. Building Failures : Diagnosis andAvoidance, EF & N Spon,

London, B.A. Richardson, (1991).

REFERENCE1. Co.ncrete'TechnologybyA.R. Shantakumar, OxfqfdUniversity

press

2. Defects and Deterioration in Buildingts, E F & N Spon, London3. Non-Destruiiive Evaluation of Concrete,structures by Bunggy4. Mainlenance and Repair of Civil Structures, B.L. Gupta andAmitGupta, Standard Publications. - , ,, :,

tlI

I

clvll- ENGINEERTNG 2OO9-20t0 g5

JATryAHARLAL hIEHRU IECINOLOGICAL I.JMVERSITYI{YDERABAI)

IV Year B.Tbch" C.E. tr -Sem L TIPID C3 -t-t- 3

(58007) MANAGEMENT SCIENCEUnit IIntrduction to Managemezt: Entrepreneurship and organization - Natureand Importance of Management, Functions of Management, Taylor'sscientific ManagementTheory Fayol's Principles of Management, I_Vlaslow'sTheory of Human Needs, Douglas McGregor's Theory X and Theory tHerzberg's Two-Factor Theory of Motivation, System.s Approach to\lanagement, Leadership Styles, Social responsibilities :of Manigement.Unit IIDesigning Organisational &ractures: Departmentation andDecentralisation, Tlpes of Organisation structures - Line organization,Line and staff organization, functional organization, Commiiteeorganization, matrix organization,.Virtual Organisation, CellularOrganisation, team structure, boundaryless organization, invertedpyramid structure, lean and flat organizatiori structure and'their merits,demerits and suitability.Unit IIIOperatians Manngement2 Principles and Types of plant Layout-Methods of production (Job, batch and Mass Production), Work Study -Basic procedure involved ih tvlethod Study and Work Measurement-Statistical Quality Control: ;g chart, R chart, c chafi, p chart, (simple

$opt9gr9), Acceptance Sampling, Deming's contribution ro quality.Unit IVA) Malerials Managemenf: Objectives, Need for lnventory control, EOe,ABC Analysis, Purchase Procedure, Stores Management and Stores Records- Supply Chain ManagementB) Marketing: Functions of Marketing, Marketing Mix, Marketing Snategiesbased on Product Life Cycle., Channels of distribution.Unit VHuman Resources Management (HRM).. Evolution of IIRM, Concepts ofHRM, Basic functions of HR Manager: Manpower planning, Recruitment,Selection, Training and Developrnent, Placement, Wage and SalaryAdministration, Promotion, Transfer, Separation, Performance Appraisal,Grievance Handling and WelfareAdministration, Job Evaluation and MeritRating.Unit VIProject Management (PERTICPM): Network Analysis, proglammeEvaluation and Review Technique (PERT), Critical Path Method (CpM),Identifying critical path, Probability of Completing the project within given

87 CTVIL ENdINEERING 2OO9-2OIO

time, Projecl CobtAnalysis, Project Crashing. (simpld problems)

Unit VIIStrategic Managemenf: Mission, Goals, Objectives, Policy, Strategy,Programmes, Elements of Corporate Planning Process, EnvironmentalScanning, SWOT Analysis, Steps in Strategy Formulation andImplementation, Generic Strategy alternatives.'

Unit VIIIContemporary Management Practices: Basic concepts of Just-In-Time(JIT) System, Total Quality Management (TQM), Six sigma and CapabilityMgf rity Model (CMM) Levels, Value ChainAnalysis,Enterprise Resource '

Planning (ERP), Performance Management, Business Process outsourcing(BPO), Business Process Re=engineering 55 Model, Dertrinq's PDCA, Kaizen,Poka-Yoke, Muda, Benchmarking, Balanced.Score Card.

TEXT BOOK:l. Aryasri: Management Science,TMH, New Delhi, 2009

REFERENCE BOOKS:l. Stoner, Management, Pearson,2009 1l

2. Kotler Philip & Keller Kevin tr-ane: Marketing Managernent PHI, I

2N.3. Koontz, Weihrich, &Aryasri: Principles of Management,TNH,2oo9.4. Thomas N.Duening & John M.Ivancevich Management-Principles

an d G uid e Ii nes, Cengage, 2009.5. Kanishka Bedi, Production and Operations Management, OxfordUniversity Press, 2009. r

6. Memoria & S.V.Ganker,Personnel Management,Himalaya,2O0g t \

,7. Schermerhorn'. Marutgement,Wlley,2OO9.

8, Parnell: StategicManagement,Biztantra,2oog.9. L.S.Srinath: PERT/CPM,AtriliatedEastWestPress, 2009.

10. William J. Stevenson & Ceyhun Ozgur: Introduction to ManagementScience, TMH,2O07. f

-,.)Pre-requisites: Managerial Economics 1

Objective: To familiarize with the process of management and to providebasic insights into select contemporary managenlent practices.

Codes/Tables : Normal Distribution Function Table need td be permittedinto the examination Hall. (

;

Question Faper Pattern: 5 Quesfions to be answered out of 8 questions. f

The question paper should contain atleast 2 practicalproblems, one each ifrom units -III & VI Each question should not have more than 3 bits. l

Unit VIII will have on\t s1,161's questions, not essay questions.

CIVIL ENGINEERING 2OO9-2OIO

JAWAHARLAL NEHRU TECIINOLOGICAL TNIVERSITY

HYDERABAI)

IV Year B.Tectr. C.E. II -SemL TIPID C

0 "'l-l-

2

(53601) INDUSTRIAL TRANING

JAWAHARLAL NEHRU TECHNOLOGICAL IJIIIVERSITY

ITYDERABAI)

IV Year B.Tkrh" C.E. II -SemL TIPIDo -16l-

C2

(ss602) SEMINAR

JAWAHARLAL I\EHRU TECHNOLOGICAL UNIVERSITYITYDER,ABAD

IV Year B.Tech. C.E. II -SemL TIPIDo -ll5l-

c10

(ss6o3) PROJECT

JAWAHARLAL NEHRU TECHNOLOGICAL T]NWERSITY

ITYDMABAI)

IV Year B.Tkrch" C.E. II -Sem L TIPID, 0 'l'l'

C2

(ss604) COMPREHENSM VM