Syllabus Copy of 5 Th Sem BE CS

8/2/2019 Syllabus Copy of 5 Th Sem BE CS

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Syllabus of V & VI Semester B.E. / Civil Engineering

Sub.

Code

Title

Contact

hours/week

LTP

Duration

ofSE

E

(Hrs

)

CIE

SEE

DEPARTMENTOFCIVILENGINEERING

SCHEMEOFTEACHING

VSemester

CV501

StructuralAnalysisII

CV

3-2-0

03

50

50

4

CV502

DesignofStructuresRC

C

CV

3-2-0

03

50

50

4

CV503

GeotechnicalEngg.I

CV

4-0-0

03

50

50

4

CV504

TransportationEngg.I

CV

3-0-0

03

50

50

3

CV505

EnvironmentalEngg.I

CV

3-0-0

03

50

50

3

CV51X

ElectiveI

CV

3-0-0

03

50

50

3

CV506

Hydraulics&HydraulicM

achineryLab

CV

0-0-3

03

50

50

2

CV507

ComputerAidedDesignL

ab

CV

0-0-3

03

50

50

2

Total

29

400

400

25

Teachin

g

Dept.

Marks

ListofElectives

SubCode

Title

CV511

Matr

ixMethodofStructuralA

nalysis

CV512

AdvancedAppliedEngineeringGeology

CV513

DesignofMasonryStructures

Credits


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2

Title

Contact

hours/week

LTP

Duration

ofSE

E

(Hrs)

CIE

SEE

DEPARTMENTOFCIV

ILENGINEERING

SCHEMEOFTEACHING

Credits

CV601

D

esign&DrawingofRCS

tructures

CV

2-0-3

04

50

50

4

CV602

G

eotechnicalEngg.II

CV

3-0-0

03

50

50

3

CV603

TransportationEngg.II

CV

4-0-0

03

50

50

4

CV604

E

nvironmentalEngg.II

CV

3-0-0

03

50

50

3

CV61X

E

lective-II

CV

3-0-0

03

50

50

3

CV62Y

E

lective-III

CV

3-0-0

03

50

50

3

CV605

G

eotechnicalEngg.Lab

CV

0-0-3

03

50

50

2

CV606

E

nvironmentalEngg.Lab

CV

0-0-3

03

50

50

2

CV607

IG

W(ImmersiveGroupWorkshop)

HU

1Week

Total

27

400

400

24

Teach

ing

Dep

t.

Marks

SubCode

Subject

CV611

AdvancedSurveying

CV612

Tra

fficEngineering

CV613

RuralWaterSupplyandSanitation

CV614

TheoryofElasticity

SubCode

Subject

CV621

GroundwaterHydrology

CV622

GroundImprovementTechniques

CV623

RemoteSensing&GIS

Sub.

Code

VISemester

ListofElectives


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3


STRUCTURAL ANALYSIS II

Sub Code : CV 501 CIE Marks : 50

Hours per week : 4 Exam hours : 3Total contact hours : 52 SEE marks : 50

Objective of the course-

1. To make the students understand the concepts and analysis of

indeterminate structures.

2. At the end of the course students must be able to solve the problems

connected with analysis of various structural components.

Pre-requisites of the course:Mathematics of previous semesters, Engineering mechanics and strength

of materials and Structural Analysis I.

UNIT I

REDUNDANT TRUSSES

Introduction, Analysis of statistically indeterminate structures using strain

energy method, Analysis of trusses (Redundant up to second degree),

Lack of fit in member of indeterminate trusses. Temperature stress in

redundant trusses. 08 Hr

UNIT II

SLOPE DEFLECTION METHOD

Introduction, Sign convention, Development of slope deflection

equations, Analysis of continuous beams, Analysis of frames

(Kinamatic indeterminacy


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approach of flexibility method for analysis of propped cantilevers and

continuous beams. System approach of stiffness method for analysis of

propped cantilevers and continuous beams. 14 Hr

TEXT BOOKS:

1. Punmia B.C, Ashok kumar Jain, Arun Kumar Jain Strength of

materials and Theory of Structures, volume I & Volume II, Laxmi

Publications (P) Ltd.

2. Shah H.J. and Junnarkar S. B. (2005) Mechanics of Structures

Volume I & II, Charotar Publications, New Delhi.

REFERENCE BOOKS:

1. Reddy S.C Basic Strsuctural Analysis, Tata McGraw Hill, New

Delhi.

2. Pandith G.S., Gupta S.P., Strustural Analysis Amatrix Approach

Tata McGraw Hill, New Delhi.

3. Prakash Rao D.S,Structural Analysis, A unified Approach,

University Press.

4. Theory of Structures, Ramamrutham S, Theory of Structures

Dhanpal Rai & Sons, New Delhi.

5. Vazirani V.N. and M.M. Ratwani Analysis of Structures, KhannaPublications, New Delhi.

6. Wang C.K., Indeterminate Structural Analysis, Tata McGraw Hill

Publications.

DESIGN OF STRUCTURES R.C.C.


Hrs/Week : 04 Exam Hours : 03Total Hrs : 52 SEE Marks : 50

Objective of the course:-

At the end of the course students must be able to design structural

components of a building using IS 456 2000.

Prerequisites of the course:

Engineering mechanics, strength of materials, concrete technology and

analysis of structures.

UNIT 1

GENERAL FEATURES OF REINFORCED CONCRETE:

Introduction, Design Loads, Materials for Reinforced Concrete and Code

requirements. Design Philosophy Limit State Design principles.


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PRINCIPLES OF LIMIT STATE DESIGN AND ULTIMATE

STRENGTH OF R.C. SECTION: Philosophy of limit state design,

Principles of limit states, Factor of Safety, Characteristic and design

loads, Characteristic and design strength, General aspects of Ultimatestrength, Stress block parameters for limit state of collapse.

Ultimate flexural strength of singly reinforced rectangular sections,

Ultimate flexural strength of doubly reinforced rectangular sections,

Ultimate flexural strength of flanged sections, Ultimate shear strength

of RC sections, Ultimate torsional strength of RC sections. 10 hrs.

UNIT-2

Concepts of development length and anchorage, Analysis examples ofsingly reinforced, doubly reinforced, flanged sections, shear strength

and development length. 10 hrs.

UNIT3

SERVICEABILITY LIMIT STATES: General aspects, Deflection limits

in IS: 456 2000, Calculation of deflection (Theoretical method),

Cracking in structural concrete members, Calculation of deflections and

crack width.

DESIGN OF BEAMS: Practical requirements, Size of beam, Cover to

reinforcement, spacing of bars, Design procedures for critical sections

for moments and shears, Anchorages of bars, check for development

length, Reinforcement requirements, Slenderness limits for beams to

ensure lateral stability, Design examples for Simplysupported and

Cantilever beams for rectangular and flanged sections. 12 hrs.

UNIT-4

DESIGN OF SLABS: General consideration of design of slabs,Rectangular slabs spanning one direction, Rectangular slabs spanning

in two directions for various boundary conditions. Design of simply

supported, cantilever and continuous slabs as per IS: 456 2000.

DESIGN OF COLUMNS: General aspects, effective length of column,

loads on columns, slenderness ratio for columns, minimum eccentricity,

design of short axially loaded columns, design of column subject to

combined axial load and uniaxial moment and biaxial moment using

SP 16. 10 hrs.

UNIT - 5

DESIGN OF FOOTINGS: Introduction, load for footing, Design basis

for limit state method, Design of isolated rectangular footing for axial

load and uniaxial moment, Design of pedestal.


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DESIGN OF STAIR CASES: General features, types of stair case, loads

on stair cases, effective span as per IS code provisions, distribution of

loading on stairs, Design of stair cases. 10 hrs.

TEXT BOOKS:

1. N. Krishnaraju, -Design of Reinforced concrete structures (IS: 456

2000) 3rd edition CBS publishers, New Delhi.

2. A.K. Jain Limit State method of design Nemichand and Bros.,

Roorkee.

REFERENCE BOOKS:

1. Park & Paulay Reinforced Concrete, John Wiley & Bros.2. B.C. Punmia, Ashok kumar Jain & Arun kumar Jain Limit State

design of Reinforced concrete, Laxmi Publication, New Delhi.

3. Reinforced Concrete Vol I By H.J.Shah,Charotara Publishing House,

Anand.

4. Reinforced Concrete Design By S. N. Sinha, Tata Macgraw Hill

Publishing Company Limited, New Delhi.

GEOTECHNICAL ENGINEERING - I


Hrs / Week : 04 Exam Hours : 03

Total Hours : 52 SEE Marks : 50

Objectives :

1. To make the students understand the concepts of geotechnicalengineering.

2. At the end of the course student must be able to solve problems

associated with the subject.

UNIT 1

INTRODUCTION: Phase Diagram, Definitions- void ratio, porosity,

degree of saturation, percentage air voids, air content, specific gravity,

water content, soil densities, functional relationships. Field identificationof soils.

INDEX PROPERTIES OF SOILS AND THEIR DETERMINATION:

Grain size distribution, Atterbergs Limits and Indices, Insitu density,

density index Laboratory determination : specific gravity, grain size


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distribution-sieve analysis and sedimentation analysis ( Hydrometer

Method), Liquid Limit (Casagrande Method), plastic limit and shrinkage

limit. 10 Hrs.

UNIT 2

CLASSIFICATION OF SOILS: Need for classification, unified soil

classification and IS classification - plasticity chart and its importance.

SOIL STRUCTURE AND CLAY MINERALOGY: Soil structure

single grained, honey combed, flocculent and dispersed structures.

Valence bonds, Soil-water system- diffuse double layer, adsorbed water,

base-exchange capacity. Common clay minerals - Kaolinite, Illite and

Montmorillonite. 10 Hrs.

UNIT 3

PERMEABILITY AND CAPILLARITY OF SOILS: Darcys law -

assumptions and validity; coefficient of permeability and its

determination (laboratory and field). Factors affecting permeability.

Permeability of stratified soils. Seepage velocity, Superficial velocity

and coefficient of percolation.

EFFECTIVE STRESS PRINCIPLE - total pressure and effective stress,quick sand phenomenon. Capillary phenomenon.

COMPACTION OF SOILS: Moisture Content Dry density

relationship, Zero-air void line, Laboratory compaction tests. Factors

affecting compaction; properties.

Field compaction methods, Field compaction control - Proctor needle

method. 12 Hrs.

UNIT 4COMPRESSIBILITY AND CONSOLIDATION OF SOILS: The

consolidation process- spring analogy, compressibility of soil and volume

change- coefficient of compressibility and compression index, normally

consolidated and over consolidated soils, pre-consolidation pressure and

its determination (Casagrande method ), Modulus of volume change

and consolidation settlement. Terzaghis theory of one dimensional

consolidation - assumptions. Coefficient of consolidation- Time fitting

methods. 10 Hrs.

UNIT 5

SHEAR STRENGTH OF SOIL:Stress strain curve, Mohr - Coulomb

failure criterion, peak and residual strength. theory. Laboratory

measurement of shear strength- drainage conditions, direct shear test,


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unconfined compression test, triaxial compression test and vane shear

test. Failure envelops - conventional and modified. Total and effective

shear strength parameters. Factors affecting shear strength of soils,

sensitivity and thixotropy. Pore pressure coefficient measurement andapplication. 10 Hrs.

Text Books :

1. Punmia B.C., Soil Mechanics and Foundations.

2. Purushothama Raj P., Geotechnical Engineering, Tata McGra-Hill

Publishing Company Ltd, New Delhi.

Reference Books :

1. Murthy V.N.S., Principles of Soil Mechanics and Foundation

Engineering, UBS Publisherss Distributiors Pvt. Ltd.

2. Gopal Ranjan and Rao A.S.R.,Basic and Applied Soil Mechanics,

New Age International Pvt Ltd, Publishers.

3. Narasimha Rao A.V. and Venkatramaiah C.,Geotechnical

Engineering, Universities Press (India) Ltd.

4. Alam Singh and Choudhury G.R., Soil Engineering in Theory and

Practice.

5. Terzaghi K. and Peck R. B., Soil Mechasnics in Engineering

Practice John Wiley & Sons, Inc.

TRANSPORTATION ENGINEERING I


Hrs/Week : 03 Exam Hrs : 03

Total Hrs : 42 SEE Marks : 50

Objectives of the course:

To study the various elements of highway, highway materials, traffic,

bridges and airport. To study the design principles of highway elements

and airport elements.

Pre-requisites of the course: Knowledge of Surveying 1 and 2 of third

and fourth semester.

UNIT 1

INTRODUCTION: Importance of transportation, Modes, characteristics

comparison of different modes. Jayakar committee recommendations

and implementation. road development in India Third 20 year plan

and problems.


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Highway Planning and alignment: Road patterns, planning surveys

Master plan Saturation system of road plan factor affecting alignment

Ideal alignment surveys for new and realignment projects.

09 hrs.UNIT 2

DESIGN PRINCIPLES: Highway geometric design, Importance, cross

sectional elements, Width of carriage way, camber, Shoulder width,

Design speed, Sight distance, design of horizontal and vertical alignment.

Pavement design: Types of pavements, design factors, determination

of ESWL and EWL factors. 09 Hrs.

UNIT 3

TRAFFIC ENGINEERING: Importance, Objects of volume, speed and

capacity studies, PCU concepts.

Pavement materials and Construction: Properties and requirements of

Subgrade soils, CBR and Plate load test on soil, Properties and

requirements of road aggregates, Bitumen, Tar, emulsion, Cutback

Specifications. 07 hrs.

UNIT 4

HIGHWAY ECONOMICS AND FINACING: Highway users benefits,Highway costs, Economic analysis by annual cost method and Benefit

cost ratio method, Highway Financing BOT and BOOT concepts.

Subsurface drainage system for road pavement, Types, Functions and

basic design principles. 09 hrs.

UNIT 5

INTRODUCTION TO BRIDGES: Selection of sites, Types of bridges,

Components and functions. PAVEMENT MAINTENANCE: Functional

and structural deterioration of pavements, Principles of pavement

evaluation, Types of pavement failures, Maintenance measures for road

drainage. 08 hrs.

Text Books :

1. Khanna & Justo, Highway Engineering, Laxmi Publications,

Bangalore.

2. L. R. Kadiyali, Highway Engineering, TMH, New Delhi.

Reference Books:

1. Relevent IRC codes.

2. Handbook for Roads and bridges MOST, New Delhi.


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ENVIRONMENTAL ENGINEERING - I



Objectives of the course: To study the various elements of water

treatment To study the design principles of treatment facilities.

Pre-requisites of the course:Knowledge of environmental studies and

chemistry.

UNIT 1Introduction- Human activities and environmental pollution; requirement

of water for various beneficial uses; need for protected water supply.

Demand of water-Types of water demands domestic demand in detail,

institutional and commercial, public uses, fire demand, Per capita

consumption Factors affecting per capita demand.

Population forecasting Different methods with merits & demerits

variations in demand of water.

Fire demand estimation by Kuichlings formula, Freeman formula &

National board of fire underwriters formula; peak factors; design periods

& factors governing the design period.

08 hrs.

UNIT 2

Quality of water-Objectives of water quality management, concept of

safe water, wholesomeness & palatability. Water borne diseases.Examination of water- objectives Physical, chemical and

microbiological examinations (IS: 3025 and IS: 1622) using analytical

and instrumental techniques. Drinking water standards BIS & WHO

guidelines. Health significance of fluoride, nitrates and heavy metals

like mercury and cadmium. Sampling of water for examination.

SOURCES, collection and conveyance of water - Surface and subsurface

sources suitability with regard to quality and quantity.

INTAKE STRUCTURES different types of intakes; factor of selection

and location of intakes.

PUMPS Necessity; types power of pumps; factors for the selection

of a pump, design of the economical diameter for the rising main.

09 hrs


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UNIT 3

WATER TREATMENT- Objectives, flow-chart of treatment process.

Aeration-principles; types of aerators.

SEDIMENTATION-Theory; settling tanks; types; design. Aided with

coagulants, dosages; chemical feeding, flash mixing and flocculators.

FILTRATION- Mechanism theory of filtration; types of filters, slow

sand, rapid sand and pressure filters including construction, operation,

cleaning and their design excluding under drainage system back

washing of filters. 08 hrs.

UNIT 4

DISINFECTION-Theory of disinfection; methods of disinfection,

chlorination, chlorine demand, residual chlorine, use of bleaching

powder.

SOFTENING- Definition, methods of removal of hardness by lime soda

process and zeolite process.

MISCELLANEOUS TREATMENT- Removal of color, odor, taste with

methods like aeration, activated carbon treatment; oxidizing organic

matters; removal of iron and manganese; fluoridation and defluoridation. 09 hrs

UNIT 5

METHODS OF DISTRIBUTION SYSTEMS- System of supply, service

reservoirs and their capacity determination, methods of layout

distribution.

MISCELLANEOUS-Pipe appurtenances, various valves, type of fire

hydrants, pipefitting, Location of water supply pipes in buildings.

08 hrs

Text books:

1. S. K. Garg, Water supply Engineering, Khanna Publishers, 2008.

2. Punima B.C. and Ashok Jain, Environmental EngineeringI,

Lakshmi publications, 2009.

Reference books :

1. Hammer and Hammer, Water Technology Tata Mcgra Hill, 2008

2. Howard S. Peavey, Donald R. Rowe, George TechnoBanoGlous,

Environmental Engineering, McGraw Hill International Edition.

3. CPHEEO, Manual on Water supply and treatment, Ministry of

Urban Development, New Delhi


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HYDRAULICS AND HYDRAULIC MACHINERY

LABORATORY

Sub Code : CV506 CIE Marks : 50Hrs/Week : 03 Exam Hours : 03


1. Determination of friction factor for a pipe.

2. Determination of minor loss constants -Bend, Sudden contraction,

Sudden expansion.

3. Determination of hydraulic coefficients for orifices and Mouth

pieces.4. Calibration of V-notch, rectangular or Trapezoidal notches.

5. Calibration of Venturi meter

6. Calibration of Siphon Spillway

7. Calibration of Venturi flume

8. Determination of vane coefficients for impact of jet on vanes

9. Performance tests on a Pelton wheel

10. Performance tests on Francis turbine.

11. Performance tests on a single stage or multi stage centrifugal pump

(constant speed).

12. Performance tests on a double acting reciprocating pump (constant

speed).

13. Demonstration on hydraulic ram.

COMPUTER AIDED DESIGN LABORATORY

Sub Code : CV507 CIE Marks : 50

Hours per week : 3 Exam hours : 3

Total contact hours : 42 SEE marks : 50

1. Autocad

1.1 Basics of AUTOCAD:

Drawing Tools: Lines, Circle, Arc, Polyline, Multiline, Polygon,

Rectangle, Spline, Ellipse.

Modify tools: Erase, Copy, Mirror, Offset, Array, Move, Rotate, Scale,

Stretch, Lengthen, Trim, Extend, Break, Chamfer and Fillet, Using

Text: Single line text, Multiline text, Spelling, Edit text, Special

Features: View tools, Layers concept, Dimension tools, Hatching,

Customising toolbars, Working with multiple drawings. 3 hours


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1.2 Use of AUTOCAD in Civil Engineering Drawings:

Following drawings are to be prepared for the data given using

AUTOCAD

i) Cross section of Foundation - masonry wall, RCC columns (isolated)ii) Different types windows and doors.

iii) Different types of staircases.

iv) Lintel and chajja.

v) RCC slabs and beams.

vi) Drawing of Plan, elevation and sectional elevation of single storied

residential and public buildings given the single line diagram.

16 hours

2. Structural Analysis SoftwareUse of commercially available software for the analysis of

i) Cantilever beams

ii) Simply supported beams

iii) Proped cantilever beams

iv) Fixed beams

v) Continuous beams

vi) 2D Portal frames-single storied and multistoried.

16 hours

Note : The students shall be trained in at least two commercially available

software for the problems listed above

3. Use of excel in Civil Engineering Problems

Use of spread sheet for the following civil engineering problems

i) SFD and BMD for Cantilever and simply supported beam subjected

to uniformly distributed and uniformly varying load acting

throughout the span.ii) Design of singly reinforced and doubly reinforced rectangular beams

iii) Computation of earthwork.

iv) Design of horizontal curve by offset method.

v) Design of super elevation.

10 hours

Scheme of Examination:

1. Two questions to be set from Chapter 1 with following marks

distribution

a) Five marks question for creating AUTOCAD drawing to develop

the elements of building mentioned in (i) to (v) of 1.2

b) Twenty marks question for creating AUTOCAD drawing (Plan

and Elevation or sectional elevation) of building mentioned in

(vi) of 1.2


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2. Fifteen marks question shall be set in Chapters on Commercial

software or Use of Excel software .

3. Ten marks for viva voce.

Text Books :

1. Dr. M. N. Shesha Prakash, Dr. G. S. Suresh, Reference book on

Computer Aided Design Laboratory, Lakshmi Publications.

2. M. A. Jayaram, D. S. Rajendra Prasad, A referral on CAD Laboratory,

Sapna Publications.

Reference Books:

1. Roberts JT, Introduction to AUTOCAD 2002, BPB publications.2. Sham Tickoo, Understanding AUTOCAD 2004 A beginners Guide,

Wiley Dreamtech India Pvt Ltd.

3. Ramesh Bangia, Learning Excel 2002, Khanna Book Publishing Co.

(P) Ltd.

4. Mathieson SA, Microsoft Excel, Starfire Publishers.

MATRIX METHODS OF STRUCTURAL ANALYSIS

Sub code : CV511 CIE Marks : 50

Hrs/week : 03 Exam Hours : 03


Objectives of the course: To study the flexibility and stiffness method

of analysis of various civil engineering structures.

Pre-requisites of the course: Knowledge of Structural analysis 1 and 2of fourth and fifth semester.

UNIT-1

Introduction to flexibility method, Element flexibility matrix, Principle

of contragradience, and Force Transformation Matrix, Member

Flexibility matrix, Construction of structure flexibility matrix. Matrix

determination of the displacement vector, Determination of member

forces. Analysis of trusses by flexibility method using force

transformation matrix. 08 hrs.

UNIT-2

Analysis of axially rigid continuous beams and rigid plane frames with


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axially rigid members by flexibility method using Force transformation

Matrix. 08 hrs.

UNIT-3Fundamentals of the stiffness method, equivalent joint loads,

Displacement Transformation matrix. Member stiffness matrix, Total

or System stiffness matrix, Truss analysis by stiffness method using

Displacement Transformation Matrix. 08 hrs.

UNIT-4

Continuous Beam and rigid frame analysis with axially rigid members

by stiffness method using displacement transformation matrix.

08 hrs.

UNIT- 5

Introduction to direct stiffness method, local and global co-ordinate

system, transformation of variables, transformation of the member

displacement matrix, force matrix, stiffness matrix, transformation of

the stiffness matrix of the member of a truss, transformation of the

stiffness matrix of the member of the rigid frame, overall stiffness

matrix, boundary conditions, computation of internal forces.

Analysis of trusses and continuous beams by direct stiffness method.

10 hrs.

NOTE:

i) Determination of member forces, displacement and reactions using

matrices only.

ii) Number of indeterminacy shall be = 3 (for paper setting).

TEXT BOOKS:

1. W. Weaver J. M. Gere, (1986), Matrix Analysis of framed

structures, CBS publishers and Disributers.

2. S. Rajshekharan. G Sankara Subramanian, (2001), Computational

structural Mechanics, PHI.

REFERENCE BOOKS:

1. L S Negi and R S Jangid, (1997), Structural Analysis, Tata Mc

Graw-Hill.

2. H C Martin, (1996), Introduction to Matrix Methods of Structural

analysis, International text book Company.


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ADVANCED APPLIED ENGINEERING GEOLOGY

Subject Code : CV 512 CIE marks : 50

Hrs/Week : 3 hrs. Exam Hours : 3Total Hours : 42 SEE marks : 50

Objective of the Course:

To make the students understand the advanced applications of Earth

Sciences, especially geology and its allied disciplines in the field of

Civil Engineering, resource exploration, environmental management,

etc., to equip them to understand the geological problems and solutions

involved in the civil engineering.

Pre-requisites of the Course: Those who studied the Applied

Engineering Geology paper in their lower semester.

UNIT 1

Geology and Engineering: Introduction, Earth Science, its disciplines

and Engineering applications, significance of geology in the Civil

Engineering projects, Maps and Map Reading.

8 hrs

UNIT 2

Earth Resources and applied geology: geology of dams and reservoirs,

tunnels, highways and bridge site engineering. Engineering Properties

of Rocks: Crushing strength, Transverse strength, porosity, density,

abrasive resistance, frost and fire resistance, Qualities of good Building

stones, Road Metals, Railway Ballasts & Concrete aggregates. Rocks

as M.O.C. foundation, decorative stones, flooring & roofing with

examples. 8 hrs

UNIT 3

Hydrogeology and water shed management: Concept of watershed and

its development, rainwater harvesting & artificial recharging, water

quality and water pollution. 8 hrs

UNIT 4

Environmental Geology & Medical Geology: Earth and Health, Impact

of Geology on environmental health hazards, Environmental Geology

of landslides, mining, developmental projects, etc., its applications in

Engineering disciplines and civil engineering projects viz: tunneling,

dams and reservoirs, etc., Impact of Weathering and Erosion in the Civil

Engineering projects and structures.

8 hrs


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UNIT 5

Exploration Geology and geophysics: for foundation and groundwater;

geological, geophysical and hydrological investigations, electrical

resistivity and seismic methods, Remote Sensing, GIS, GPS and theirapplication in the field of exploration and civil engineering.

10 hrs

Text Books :

1. Legget, Robert F & Hatheway, Allen W., (1988) Geology and

Engineering3rd ed., Mc. Graw Hill Book company, Singapore.

2. Valdiya, K.S.:Environmental Geology John Wiley & Sons, New Delhi

Reference Books:1. Krynine, Dimitri. P & Judd, William. R (1957) Principles of

Engineering Geology and Geotechnics, Mc Graw Hill Book Co.

London.

2. Anji Reddy, M.Remote Sensing and GIS, BS Publication, Hyderabad.

3. Lillesand and Kiefer: 2003Remote sensing and image interpretations

6th edition, John Wiley and Sons, New Delhi.

4. Kumar S., 2008 Basics of Remote Sensing and GIS, Laxmi

Publications Pvt. Ltd., Bangalore.

DESIGN OF MASONRY STRUCTURES

Subject code : 513 CIE marks : 50

Number of Hours/Week : 03 SEE marks : 50Total Number of Lecture Hours : 42

Objective: To make the students know the details of design and

construction of different masonry structures.

Unit I

Brick, stone, and block masonry units Strength, modulus of elasticity

and water absorption of masonry materials- classification and properties

of mortars, selection of mortars. Defects and errors in masonryconstruction, cracks in masonry, types, reasons for cracking and remedial

methods.

Strength and stability of concentrically loaded masonry walls, effect of

unit strength, mortar strength, joint thickness, rate of absorption, effect


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of ageing, workmanship, strength formulae and mechanism of failure

of masonry subjected to direct compression.

9 hours

Unit IIPermissible compressive stresses, stress reduction and shape reduction

factors, increase in permissible stresses for eccentric vertical and lateral

loads, permissible tensile and shear stresses.

Load considerations for masonry walls carrying axial load, eccentric

load with different eccentric ratioswalls with openings and free

standing wall.

8 hours

Unit III

Design considerations: Effective height of walls and columns, opening

in walls, effective length, effective thickness, slenderness ratio,

eccentricity, load dispersion, arching action and lintels.

8 hours

Unit IV

Design of load bearing masonry walls for building up to 3storeys

using IS 1905 and SP20 procedure.

9 hours

Unit V

Reinforced masonry and its application, flexural and compression

elements of reinforced masonry, shear walls.

Composite masonry walls, composite wall beam elements, infilled

frames. 8 hours

TEXT BOOKS :

Henry, A.W (1990): Structural masonry, Macmillan Education Ltd.

Dayarathnam.P (1987) : Brick and reinforced brick structures, Oxford

& IBH Publication.

REFERENCE BOOKS :

Sinha, B. P. and Davies, S. R. (1997) : Design of Masonry Structures,

E & FN spon.

IS 1905-1987 (3rd

revision): Code of practice for structural use ofunreinforced masonry, BIS, Newdelhi.

SP 20 (S& T) 1991: Hand book on masonry design and construction

(1st revision), BIS, Newdelhi.

***


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DESIGN & DRAWING OF RC STRUCTURES



Objective of the course:

At the end of the course students must be able to analyse, design and

prepare detailed drawings of various structures.

Pre-requisites of the course:

Structural analysis, concrete technology and R.C.C. design.

Unit-11. Layout Drawing: General layout of building showing, position of

columns, footings, beams and slabs with notations and abbreviations.

2. Beam and Slab floor system, continuous beams.

3. Staircase: Dog legged and Open well.

4. Column footing: Column and footing (Square and Rectangle).

20 hrs.

Unit-25. Simple Portal Frames (Single bay & Single storey).

6. Circular and Rectangular water tanks resting on ground (Flexible

base and Rigid base), using IS: 3370 (Part IV) only.

7. Cantilever Retaining walls. (Without surcharge).

8. Combined footing (Rectangular), slab and beam type.

32 hrs.

TEXT BOOKS :1. Krishnamurthy -Structural Design and Drawing, (Concrete

Structures), CBS publishers, New Delhi.

Tata Mc-Graw publishers.

2. N. Krishnaraju Design of RC structures, CBS publishers, New

Delhi.

REFERENCE BOOKS :

1. B.C. Punmia Reinforced Concrete Structures Laxmi Publishing

Co.2. S.S.Bhavikatti-Advanced R.C.C. Design Vol II, New Age Intrnational

Publishers, New Delhi.

3. S.K. Mallick, A.P. Gupta, Oxford & I B H Publishers Co. Pvt. Ltd ,

New Delhi.


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4. S.P. 34 Structural Detailing.

Note : (1) All designs except water tanks shall be with limit state method

only using SP 16.Scheme of examination :

3 questions each carrying 20 marks to be set from UNIT-1 from which

student has to answer any two. 2 questions each carrying 60 marks to be

set from UNIT-2, student has to answer any one.

GEOTECHNICAL ENGINEERING - IISub Code : CV 602 CIE Marks : 50



Objective of the Course : At the end of the course, the regular attenders

should understand the advanced Geotechnical Engineering and in a

position to solve the problems covered.

UNIT 1

SOIL EXPLORATION : Objectives of soil exploration, Methods of

Boring, Types of soil samples and Samplers, Sample disturbance, inside

clearance, outside clearance, Area ratio, Recovery ratio, Spacing and

depth of exploration, Ground water observation Hvorselevs method ,

Indirect methods of exploration - Sounding Tests (Cone penetration Tests

and Standard penetration tests), Geophysical methods - Electrical

resistivity and Seismic refraction methods, Borehole logs, Site

investigation reports. 08 Hrs

UNIT 2

STRESS DISTRIBUTION IN SOILS: Boussinesqs theory point load,

line load, strip load, uniformly loaded circular area, Vertical stress

distribution diagrams, Newmarks influence chart, Westergards

equation, Comparison, Contact pressure.

SEEPAGE FLOW THROUGH SOILS: Laplace equation (no

derivation), Flow nets, Characteristics and uses, flownet construction graphical method.

Determination of quantity of seepage, seepage pressure, uplift pressure,

exit gradient, determination of phreatic line in earthen dams with and

without filter, piping mechanism and its control. 10 Hrs


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UNIT 3

LATERAL EARTH PRESSURE : Effect of wall movement on earth

pressure, Earths pressure at rest, Earth pressure theories, Rankines and

Coulombs theories. Graphical solutions to earth pressure theories

(cohesion less soils only) - Culmanns method and Rebhans construction.

08 Hrs

UNIT 4

STABILITY OF SLOPES: Types of slopes, Causes and types of failure

of finite slopes. Factor of safety. Stability of finite sopes = 0 analysis,

C - analysis - Method of slices, Location of most critical circle, Friction

Circle method, Taylors stability number.

08 Hrs.

UNIT 5

BEARING CAPACITY OF SHALLOW FOUNDATIONS:Terms

related to bearing capacity - ultimate, net and safe bearing capacity,

Types of failure in soils, Terzaghis and Brinch Hansens bearing capacity

equations, Effect of ground water table on bearing capacity, IS code

recommendations for bearing capacity.Plate load test, Safe bearing

pressure from SPT and CPT value.FOUNDATION SETTLEMENT : Types of settlement - Immediate,

Consolidation and Secondary settlements.Allowable limits of settlement

- BIS specifications, Allowable bearing pressure. 08 hrs.

Text Books :

1. Punmia B.C., Soil Mechanics and Foundations.

2. Purushothama Raj. P., Geotechnical Engineering,Tata McGra-Hill

Publishing Company Ltd, New Delhi.Reference Books :

1. Murthy V.N.S.,Principles of Soil Mechanics and Foundation

Engineering, UBS Publisherss Distributiors Pvt. Ltd.

2. Gopal Ranjan and Rao A.S.R., Basic and Applied Soil Mechanics,

New Age International Pvt Ltd, Publishers.

3. Narasimha Rao A.V. and Venkatramaiah C.,Geotechnical

Engineering,Universities Press (India) Ltd.4. Alam Singh and Choudhury G.R., Soil Engineering in Theory and

Practice.

5. Terzaghi K. and Peck R.B., Soil Mechasnics in Engineering

Practice John Wiley & Sons, Inc.


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TRANSPORTATION ENGINEERING II


Hrs/Week : 04 Exam Hrs : 03Total Hrs : 52 SEE Marks : 50

Objectives of the course: To study and to design the various elements

of railway elements, materials, turnouts, level crossings and maintenance.

To study the various elements of tunnel and harbour structures.

Pre-requisites of the course: Knowledge of transportation 1of fifth

semester.

UNIT 1

Railways: Role and selection of routes.

Permanent way: Gauges in railways, railway track, cross sections, coning

of wheels, rails, rail sections, ballast, sleepers, wear on rails, rail joints,

welding of rails, creep of rails, rail fixtures, calculation of quantity of

materials. 11 hrs.

UNIT 2

Traction and tractive resistances, tractive power, hauling capacity.Geometric design of track grade, types of grade, speed of train, super

elevation, cant deficiency, negative cant, speed calculations based on

IR formula. 10 Hrs.

UNIT 3

Points and crossing, turnout, station and yards, signals, track

maintenance, level crossing.

Tunnels tunnels for railways and roads, cross sections, tunneling in

soft soils: Forepoling method, Needle beam method, principle of

tunneling through hard and soft rocks: Drift method, Heading and bench

method, Full face method, Objects tunnel lining, and permanent drainage

in tunnels. 10 hrs.

UNIT 4

Airport planning, aircraft characteristics, airport classifications, site

selection and regional Planning.

Runway design, analysis of wind data, determination of best orientation

of runway configuration, basic length, corrections to runway length by

ICAO and FAA specifications, runway cross sections.

10 hrs.


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UNIT 5

Taxiway design, factors affecting the layout and geometrics of Taxiway,

design of exit taxiway ICAO specifications. Visual aids Airport

marking, lightings ILS.

Harbours types, components, typical layout, objects and function of

different elements of harbour. 11 hrs.

Text Books :

1. Arora & Saxena, Railway Engineering, Dhanpath Rai and Sons.

2. Khanna, Arora & Jain, Airport Planning and design, Laxmi

Publications, Bangalore.

3. R. Srinivasan, Harbour, Dock and Tunnel Engineering, CharotharPublishing House, New Delhi.

Reference Books:

1. Horenjeff, Planning, Design of Airports.

2. Mundrey J. S., Railway track Enginnering.

ENVIRONMENTAL ENGINEERING II

Sub Code : CV604 CIE Marks : 50


Total Hrs. : 42 SEE Marks : 50

Objectives of the course: To study the various elements of waste water

treatment To study the design principles of treatment facilities.

Pre-requisites of the course:Knowledge of Environmental engineering

I and chemistry.

UNIT 1

INTRODUCTION: Necessity for sanitation; methods of domestic waste

water disposal; types of sewerage systems and their suitability.

QUANTITY OF SEWAGE: Dry weather flow; factors affecting dry

weather flow, flow variations and their effects on design of sewerage

system; computation of design flow, estimation of storm flow, rational

method and empirical formulae of design of storm water drain; Time of

concentration.

DESIGN OF SEWERS: Hydraulic formulae for velocity, effects of flow

variations on velocity, self cleansing and non scouring velocities, Design

of hydraulic elements for circular sewers flowing full and flowing

partially full. 09 hrs


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UNIT 2

MATERIALS OF SEWERS: Sewer materials; shapes of sewers; laying

of sewers; joints and testing of sewers; ventilation and cleaning of sewers.

SEWER APPURTENANCES: Catch basins, manholes, flushing tanks,

oil and grease traps, drainage traps. basic principles of house drainage.

Typical layout plan showing house drainage connections, maintenance

of house drainage.

SEWAGE PUMPING : Need, Types of pumps and pumping stations.

08 hrs

UNIT 3ANALYSIS OF SEWAGE: Physical, chemical and biological

characteristics; concepts of aerobic and anaerobic activity; CNS cycles;

BOD and COD; samplingsignificance, techniques and frequency.

DISPOSAL OF EFFLUENTS: Disposal of Effluents by dilution, self-

purification phenomenon; Oxygen sag curve, Zones of purification;

Sewage farming, sewage sickness; effluent disposal standards for land,

surface water & ocean. 08 hrs

UNIT 4

TREATMENT OF SEWAGE: Flow diagram of municipal waste water

treatment plant. Preliminary & Primary treatment Screening, grit

chambers, skimming tanks,

Primary sedimentation tanks designs.

Secondary treatment Trickling filter theory and operation, types

and designs. 09 hrs

UNIT 5

ACTIVATED SLUDGE PROCESS Principle and flow diagram,

methods of aeration; modifications; F/M ratio; design of ASP methods

of sludge disposal, Sludge drying beds, sludge digestion and filter beds.

MISCELLANEOUS TREATMENT METHODS: Septic tank and

Oxidation Pond design; Introduction to RBC, UASB and anaerobic

filters. 08 hrs

TEXT BOOKS :

1. S. K. Garg Waste water treatment Khanna Publishers.

2. B. C. Punmia, & Ashok Jain, Environmental Engineering II,

Lakshmi publications, 2009


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REFERENCE BOOKS :

1. Mark J. Hammer and Mark. J. Hammer, Jr Water and Wastewater

Technology , Eastern economy editions, 2009.

2. Howard S. Peavy, Donald R. Rowe, George Tchnobanglous,

Environmental Engineering, McGraw Hill International Edition.

3. Metcalf and Eddy, Waste Water Treatment, Disposal and Reuse,

Tata McGraw Hill Publications, 2009

4. Fair, Gayer and Okun , Water and Wastewater Engineering Vol-II

Willey Publishers, New York. 2008

5. Manual on Waste Water Treatment CPHEEO, Ministry of Urban

Development, New Delhi.

GEOTECHNICAL ENGINEERING LABORATORY


Hrs/ Week : 03 Exam Hours : 03


1. Tests for determination of specific gravity and moisture content.

2. Grain size analysis of soil sample (sieve analysis).

3. In situ density by core cutter and sand replacement methods.

4. Consistency Limits Liquid Limit (Casagrande and Cone

Penetration Methods), plastic limit and shrinkage limit.

5. Standard Proctor Compaction Test (IS light compaction test).

6. Coefficient of permeability by constant head and variable headmethods.

7. Strength Tests.

a) Unconfined Compression Test.

b) Direct Shear Test.

c) Triaxial Compression Test (undrained)

8. Consolidation Test- Determination of compression index and

coefficient of consolidation.9. Laboratory vane shear test.

10. a) Demonstration of miscellaneous equipments such as Augers,

Samplers,

Rapid Moisture meter, Proctors needle.


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b) Demonstration of Hydrometer Test.

c) Demonstration of Free Swell Index and Swell Pressure Test.

d) Demonstration of determination of relative density of sands.

REFERENCE BOOKS:

1. Lambe T.W., Soil Testing for Engineers, Wiley Eastern Ltd., New

Delhi.

2. Head K.H., (1986), Manual of Soil Laboratory Testing, Vol. I, II,

III, Princeton Press, London.

3. Bowles J.E. (1988), Engineering Properties of Soil and Their

Measurements, McGraw Hill Book Co. New York.

4. BIS Codes of Practice: IS 2720 (Part-3/Sec. 1) 1987;

IS 2720 (Part 2)- 1973; IS 2720 (Part 4) 1985;

IS 2720 (Part 5) 1985; IS 2720 (Part 6) 1972;

IS 2720 (Part 7) 1980; IS 2720 (Part 8) 1983;

IS 2720 (Part 17) 1986; IS 2720 (Part - 10) 1973;

IS 2720 (Part 13) 1986; IS2720 (Part 11) 1971;

IS 2720 (Part 15) 1986; IS 2720 (Part 30) 1987;

IS 2720 (Part 14) 1977; IS 2720 (Part 14) 1983;

IS 2720 (Part 28) 1974; IS 2720 (Part 29) 1966.

ENVIRONMENTAL ENGG. LAB.

Sub Code : CV 606 CIA Marks : 50



1. Determination of solids in sewage: Total solids, suspended solids,

dissolved solids, volatile Solids, fixed Solids and settable solids.

03 hrs.

2. Determination of electrical conductivity, turbidity and Sulphates.

03 hrs.

3. Determination of Chlorides.

4. Determination of Alkalinity, Acidity and pH.

5. Determination of Calcium, Magnesium and Total Hardness.

6. Determination of Dissolved Oxygen.

7. Determination of BOD.

8. Determination of COD.


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9. Determination of percentage of available Chlorine in bleaching

powder and residual Chlorine.

10. Determination of Chlorine Demand.

11. Determination of Optimum dosage of Alum by Jar test.

12. Determination of Iron.

13. Determination of Fluorides.

14. Determination of Nitrates.

Reference books:

1. Manual of water and wastewater Analysis NEERI Publication.

2. Standard methods for examination of water and wastewater (1995),

American Publication Association, Water Pollution Control

Federation, American Water Works Association, Washington DC.

3. IS Standards : 2490-1974, 3360-1974, 3307-1974.

4. Sawyor and Mc Carthy, Chemistry for Environment Engineering.

Mcgrah Hill.

EntryEdge: Immersive Group Workshop (IGW)

Sub. Code: CV607

Duration: 5 Days

Timings : 9.00 AM to 12.30 PM, 1.15 PM to 4.45 PM

Syllabus

Module 1: Minds-on and hands-on simulation project

(17.5 hrs)

Understanding Task environment Goals, responsibilities, Task focus

Working in Teams towards common goals

Organizational performance expectationstechnical and behavioural

competencies.

Module 2: Resume Preparation (3.5hrs)

Application of written communication skills in creating entry levelresume.

Module 3: Professional Etiquette (3.5 hrs)

Professional etiquettes at workplace dressing, telephone, e-mail,

meeting and general behaviour


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ADVANCED SURVEYING

Subject code : CV 611 CIE : 50


Total hours : 42 hours SEE : 50

Objectives of the course: To study the various modern surveyinginstruments and their applications in the field.

Pre-requisites of the course:Thorough knowledge of Surveying 1 and

2 of third and fourth semester.

UNIT-1

THEORY OF ERRORS AND TRIANGULATION ADJUSTMENT

Errors and classification of errors, precision and accuracy, laws of weights

and accidental errors. probability distribution function and densityfunction normal distribution.RMS error- measure of precision. -

principles of least squares-normal equations. Method of correlates:

Triangulation adjustment. Angle adjustment, station adjustment and

figure adjustment. 9 hours

Module 4: Communication skills for facing interviews (7 hrs)

What employers look for in their prospects

Types of interviews Technical, Behavioural, HR

Commonly asked questions and how to respond to them Body language and behavioural aspects to be demonstrated

General Dos and Donts in an interview

Module 5: Dealing with Conflicts (3.5 hrs)

Orientation towards conflicts in team and organizational environment

Understanding sources of conflict

Conflict resolution styles and techniques

Pedagogical tools & techniques used in the workshop

Organizational templates for simulating a organizational context-

structures, units, roles and activities

Metaphoric scenarios for simulating real life tasks and dynamics in

a team/project context

LEGO TMbuilding blocks for simulating last-mile technical activity

in teams

Case studies, Role play scenarios group learning activities,

observation and feedback.


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UNIT- 2

ELECTRONIC DISTANCE MEASUREMENT (EDM): Introduction,

Electro magnetic (EM) waves.Phase comparison and modulations.

Geodimeter,Tellurimeter,Distomat,Range finders, Radars, Introduction

to GPS. Total station : basic principles, working and use of total station

in surveying and levelling operations. 8 hours

UNIT- 3

FIELD ASTRONOMY

Earth celestial sphere.Solar system.Position by altitude and azimuth

system-spherical triangle and spherical trigonometry. Astronomical

triangle. Sidereal time, Greenwich mean time-standard time. Meridianand azimuth-their determination-latitude and its determination.

9 hours

UNIT - 4

HYDROGRAPHIC SURVEYING AND PHOTOGRAMMETRIC

SURVEYING

Methods of soundings.Instruments, Three point problem.Tidal and

stream discharge measurement in Hydrographic surveying.

Photogrammetric surveying: Introduction, basic principles,phototheodolite, aerial camera, Scale of vertical photograph and tilted

photograph. 8 hours

UNIT- 5

SETTING OUT WORKS

Introduction. Setting out of buildings, culverts, bridge, pipeline and

sewers, tunnels. 8 hours

TEXT BOOKS:

1. B.C. Punmia, Surveying Vol 1 and Vol 2 , Laxmi Publications.

2. Kanitkar P.P - Surveying & Levelling, Vidyavathi Prakashan.

REFERENCE BOOKS :

1. Milton O. Schimidt Wong,Fundamentals of Surveying- Thomson

Learning.

2. S. K. Roy,Fundamentals of Surveying Prentice Hall of India3. Arther banister et al, Surveying, Pearson Education, India.

4. Clark, Plane & Geodetic Surveying CBS Publications.


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TRAFFIC ENGINEERING


Hrs/week : 03 Exam. Hrs : 3 HrsTotal Hrs : 42 SEE. Marks : 50

Objectives of the course: To know about the traffic characteristics,

safety and to know about recent developments in the subject.

Prerequisite of the course: Transportation Engg. - I.

UNIT 1

Introduction: Definition-Objectives-Scope of traffic EngineeringRoad User and Vehicle Characteristics: Static and Dynamic

Characteristics- Power performance of vehicles-Resistances to the motion

of vehicles-Reaction time of driver. 08 hrs

UNIT 2

Traffic parameter Studies and Analysis: Objectives and method of study-

Definition of study area- Sample size-Data Collection and Analysis-

Interpretation of following Traffic Studies- Volume, Spot Speed, Originand Destination, Speed and Delay- Parking- on Street and Off Street

Parking- Accidents- Causes, Analysis (right angle collision only with

parked vehicle)- Measures to reduce Accident. 10 hrs

UNIT 3

Traffic Flow Theories: Traffic flow theory Green shield theory-Goodness

of fit-correlation and regression analysis (linear only) Queuing theory

car following theory.Traffic forecast- simulation technique.

08 hrs

UNIT 4

Traffic Regulation and Control: Driver, Vehicle and Road controls-

Traffic Regulations- One Way-Traffic Signs-Traffic Markings- Traffic

signals-Vehicle actuated and synchronized signals Signal Coordination-

Websters method of signal Design, IRC Method.

08 hrsUNIT 5

Traffic Rotary elements and traffic operation-Street lighting-road side

Aboriculture.

Intelligent Transport system-case studies. 08 hrs


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TEXT BOOKS :

1. Khanna & Justo, Highway Engineering, Nemchand Bros.

2. Kadiyali. L.R., Traffic Engineering and Transport Planning:Khanna Publishers.

REFERENCE BOOKS :

1. Pignataro, traffic engineering, Prentice Hall,

2. Highway capacity Manual-2000,

3. Jotin Khistey and Kent Lall, An introduction to Transportation

Engineering, PHI,

4. Mc Shane and Roess,Traffic engineering PHI.

RURAL WATER SUPPLY AND SANITATION


Hrs/Week : 03 Exam Hours : 3


Objectives of the course: To study the various elements of rural water

supply and sanitation.

Pre-requisites of the course:Knowledge of Environmental engineering

I and II.

UNIT 1

Rural water supply- introduction: need for a protected water supply,

well waters, water borne diseases. Types of systems viz., BWS, MWS,

PWS water treatment deflouridation, hardness and iron removal, ground

water contamination and control.

9 hrs

UNIT 2

Rural sanitation-conservancy, public latrine, concept of eco sanitation,

trenching and composting methods, two pit latrines, aqua privy, W.C.,

septic tank, soak pit, sullage disposal, rain water harvesting and uses.

8 hrs

UNIT 3

Communicable diseases- Terminology, classifications, methods of

communication, general methods of control. Disease vectors: mosquito

and house fly, control measures.

9 hrs


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UNIT 4

Refuse collection and disposal-garbage, ash, rubbish, collection methods,

transportation, disposal - salvaging, dumping, controlled tipping,

incineration, composting, dung disposal-digester, biogas plant. 8 hrs

UNIT 5

Milk sanitation- Essentials, test for milk quality, pasteurization, quality

control, cattle borne diseases, planning for a cow shed.

8 hrs

Text Book :

1. Joseph. A. Soleto , Environmental Sanitation.

2. E.W Steel. Water supply & sanitary Engineering.

Reference Books :

1. Park and Park, Preventive & Social Medicine.

THEORY OF ELASTICITY

Sub Code : CV 614 CIE Marks : 50Hrs/Week : 03 Exam Hrs : 03


Objectives: To learn the basic principles involved in elasticity and to

solve problems related to civil engineering.

Pre-requisites: Engineering mechanics, Strength of materials, Matrix

algebra.

UNIT I

Introduction to mathematical theory of elasticity, definition of continuum,

stress and strain at a point, constitutive laws, Generalized Hookes law,

Strain-displacement relations, Stress tensor, Stress transformation, Stress

invariants, Strain tensor, Strain invariants, Plane stress and plane strain,

Principal stresses and strains. (08 Hours)

UNIT II

Measurement of surface strains, Strain rosettes, Mohrs circle, Analytical

method, Differential equations of equilibrium, Boundary conditions,

Compatibility equations, Airys stress function, Stress polynomials, Saint

Venants principle, Problems.

(08 Hours)


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UNIT III

Two dimensional problems in Cartesian coordinates, Relationship

between plane stress and plane strain, Stress function, Bending of a

cantilever beam subjected to end load, Pure bending of beam, Effect of

shear deformation in beams, Simply supported beam subjected to udl,

Numerical problems. (08 Hours)

UNIT IV

Two dimensional problems in polar coordinates, Strain-displacement

relations, Equilibrium equations, Compatibility equations, Airys stress

function, Axisymmetric problems, Rotating discs of uniform thickness,

Lames problem- thick cylinder.

(09 Hours)

UNIT V

Effect of circular holes on stress distribution in plates subjected to tension,

compression and shear, stress concentration factor.

Torsion: General solution, Boundary conditions, torsion ofcircular and

ellipticalsections, Membraneanalogy of rectangular sections.

(09 Hours)Text Books :

1. Timoshenko S.P. and Goodier J.N., Theory of Elasticity,

International Students Edition, Mc Graw Hill Book Co., Inc., New

Delhi.

2. Wang P.C., Applied Elasticity.

Reference Books :

1. Valliappan C. Continuum Mechanics- Fundamentals, Oxford &

IBH Publishing Co. Ltd, New Delhi.

2. Srinath L.S., Advanced Mechanics of Solids, Tata Mc Graw Hill

Publications Co. Ltd., New Delhi.

3. Venkataraman & Patel, Structural Mechanics with introduction to

Elasticity and Plasticity, Mc Graw Hill Book Inc., New York.

4. Dr. Sadhu Singh, Theory of Elasticity, Khanna Publishers, Delhi.

5. T.G. Seetharam & L. Govindaraju, Applied Elasticity, Interline

publishing.


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GROUND WATER HYDROLOGY

Sub Code : CV 621 CIA Marks : 50

Hrs / Week : 03 Exam Hours : 03Total Hours : 42 SEE Marks : 100

Objectives: to make the students to understand the fundamentals and

importance of groundwater, its exploration, development and

management techniques.

Pre requisites: Engineering geology and Hydrology.

Unit-1INTRODUCTION : Importance. Vertical distribution of subsurface

water. Occurrence in different types of rocks and soils. Definitions-

aquifers, aquifuge, aquitard, aquiclude. Confined and Unconfined

aquifers.

GROUND WATER EXPLORATION: Seismic method. Electrical

resistivity method principles, yield of a well.

08 hrs

Unit-2

FUNDAMENTALS OF GROUND WATER FLOW: Aquifer

parameters-Specific yield and specific retention, porosity, storage

coefficient: derivation of the expression. Darcys law, hydraulic

conductivity, coefficient of permeability and intrinsic permeability.

transmissibility, permeability in isotropic - unisotropic layered soils,

steady one dimensional flow - different cases with recharge.

08 hrs

Unit-3

WELL HYDRAULlCS STEADY FLOW: Radial flow in Confined and

Unconfined aquifers, pumping tests, well recuperation tests.

08 hrs

Unit-4

WELL HYDRAULlCS-UNSTEADY FLOW: General equation

derivation; Theiss method, Cooper and Jacob method, Chows method.

Solution of unsteady flow equations. Leaky aquifers (only introduction);Interference of wells - Image well theory. 10 hrs

Unit-5

GROUND WATER DEVELOPMENT: Types of wells. Methods of

construction, tube well design, dug wells, pumps for lifting water -


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working principles, power requirement. Conjunctive use - necessity,

techniques and economics. 08 hrs

Text Books :1. Todd, D.K. Groundwater Hydrology, Wiley and Sons.

2. Raghunath, H.M, Groundwater. Wiley Eastern publications.

Reference Books :

1. Bouwer H, Groundwater Hydrology, Mcgraw Hill.

2. Karanth, K.R. Groundwater Assessment, development and

Management, Tata Mcgraw Hill.

3. Walton. Groundwater

GROUND IMPROVEMENT TECHNIQUES




Objective of the Course: Equip the students to understand the basicsof ground improvement techniques and modification of soils by various

methods.

Pre-requisites of the Course: Geotechnical engineering I and II.

UNIT 1

GROUND IMPROVEMENT: Definition, Objectives of soil

improvement. Classification of ground improvement techniques. Factors

to be considered in the selection of the best soil improvement technique.

MECHANICAL MODIFICATION: Type of mechanical modification,

compaction, Principle of modification for various types of soils. Effect

of grain size distribution on compaction for various soil types like BC

soil, latertic soil, coarse-grained soil, micaceous soil. Effect of

compaction on engineering behaviour like Compressibility, Swelling

and Shrinkage, Permeability, relative density, liquefaction potential. Field

compaction - static, dynamic, impact and vibratory type.Specification

of compaction. Tolerance of compaction.

10 Hrs.

UNIT 2

HYDRAULIC MODIFICATION: Definition, aim, principle, techniques,

gravity drain, lowering of water table, multistage well point, vacuum


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dewatering, design of dewatering system including pipe line effects of

dewatering. Drainage of slopes, preloading, vertical drains, sand drains,

Electro osmotictic dewatering. 08 Hrs.

UNIT 3

CHEMICAL MODIFICATION: Definition, aim, special effects, and

methods, Techniques - sandwich technique, admixtures, cement

stabilization. Hydration - effect of cement stabilization on permeability,

Swelling and shrinkage. Criteria for Lime stabilization, cement

stabilization. - suitability, process, special effects, criteria. Other

chemicals, chlorides, hydroxides, lignin, hydrofluoric acid. Fly ash in

cement stabilization, Properties of chemical components, reactions andeffects. Bitumen, tar or asphalt in stabilization. 08 Hrs.

UNIT 4

GROUTING: Introduction,Effects of grouting,Chemicals and materials

used, Types of grouting, Grouting procedure and Applications of

grouting. 08 Hrs.

UNIT 5

MISCELLANEOUS METHODS (only Concepts):Introduction, Soilreinforcement.,Thermal methods, Ground improvement by confinement

- Crib walls, Gabions & Mattresses, Anchors, Rock bolts and soil nailing.

08 Hrs.

TEXT BOOKS :

1. Purushoptham Raj P. Ground Improvement Techniques

2. Koerner, R.M. Construction and Geotechnical Methods in

Foundation Engineering

REFERENCE BOOKS :1. Manfred Hausmann, Engineering Principles of Ground

modification.

2. Colin., J.F.P. Earth Reinforcement and Soil Structures.

3. Ingles., C.G. and Metcalf., J.B., Soil Stabilization- Principle and

Practice.


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REMOTE SENSING AND GIS APPLICATIONS IN

CIVIL ENGINEERING

Subject Code : CV 623 CIE marks : 50Hrs/Week : 3 hrs. Exam Hours : 3

Total Hours : 42 SEE marks : 50

Objective of the Course: Equip the students to understand the basics

of GPS, RS & GIS and Image interpretation techniques.

Pre-requisites of the Course: Those who studied the Applied Engineering

Geology paper in their Lower semester.

UNIT 1

Introduction: Remote sensing and its Principles., Physical basis of

Remote sensing: Remote sensing model, EM spectrum, Blackbody

concept, atmospheric windows, ranges of sensing systems, spectral

response of common earth features., Platforms and Sensors: Ground,

Aircraft, Spacecraft platforms, Photographic sensors, scanners,

radiometers, radar, thermal infrared imagery, mission planning, data

products. 8 hrs

UNIT 2

Photogrammetry- basic principles and photo interpretation, application

of aerial photo interpretation to various disciplines like water resources,

terrain evaluation, pedology, forestry., Interpretation and Analysis

techniques: Multispectral, Multitemporal, Multisensoral, Multistage

concepts, Photo-interpretation techniques for aerial photos and satellite

imagery, Visual & Digital Image interpretation, interpretation elements,

false colour composites. 8 hrs

UNIT 3

Digital Analysis: Preprocessing and processing (DIP), image restoration/

enhancement procedures, information extraction, pattern recognition

concepts, post processing procedures. Output products: Format, scale,

legends. 8 hrs

UNIT 4

Fundamentals of GIS, spatial and non-spatial data, vector and raster

GIS, GIS softwares, georeferencing, digitization, thematic maps, GPS,

operation of GIS, Map projections, Map scale, data display and

cartography.

10 hrs


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UNIT 5

Applications in Civil Engineering: River drainage and flood flow, water

shed characteristics, irrigation command area mapping, Ground water

inventory, soil moisture, water quality assessment and monitoring, coastalenvironmental studies. 8 hrs

Text Books:

1. Anji Reddy M., Remote Sensing and GIS, BS Publication,

Hyderabad

2. Lillesand Thomas N., and Kiefer, R.W: (2003). Remotesensing and

image interpretations 6th edition, John Wiley and sons, New Delhi

Reference Books:

1. Chang, Kang-tsung 2002. Introduction to Geographic Information

Systems. Tata McGraw Hill Publishing Company Limited, New

Delhi

2. Heywod, Ian, Sarah Cornelius & Steve Karvar An Introduction to

GIS. 2nd Ed., Pierson Education Ltd.,

3. Korte, George B., (2001), The GIS Book, Onword Press, Thomson

Learning, Inc., USA4. Longler, Paul A., Goodchild, Michael F., Maguire, David J., Rhind.

David W., 2004

Geographic Information Systems and Science John Wiley & Sons

Ltd., ESRI Press

5. Sabins, F.L., (1986). Remote Sensing Principles and Interpretation

2nd ed., W.H. Freeman & Co.

6. Bernhardsen, Tor, (2002) Geographic Information Systems An

Introduction 3rd ed., Wiley India Pvt. Ltd.

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Syllabus Copy of 5 Th Sem BE CS

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