syllabus book of civil 3,4 yr
DESCRIPTION
SYLL 34YR JNTU R09TRANSCRIPT
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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
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FngneexingModlftia
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51002 J t 6
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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 [email protected], 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