syllabus copy of 5 th sem be cs
TRANSCRIPT
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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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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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Syllabus of V & VI Semester B.E. / Civil Engineering
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.
Sub Code : CV 502 CIE Marks : 50
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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Syllabus of V & VI Semester B.E. / Civil Engineering
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
Sub Code : CV 503 CIE Marks : 50
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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Syllabus of V & VI Semester B.E. / Civil Engineering
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
Sub Code : CV 504 CIE Marks : 50
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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Syllabus of V & VI Semester B.E. / Civil Engineering
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
Sub Code : CV 505 CIE Marks : 50
Hrs/Week : 03 Exam Hours : 03Total Hrs : 42 SEE Marks : 50
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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Syllabus of V & VI Semester B.E. / Civil Engineering
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
Total Hrs : 42 SEE Marks : 50
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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Syllabus of V & VI Semester B.E. / Civil Engineering
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
Total Hrs : 42 SEE Marks : 100
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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Syllabus of V & VI Semester B.E. / Civil Engineering
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
Sub Code : CV 601 CIE Marks : 50
Hrs/Week : 04 Exam Hours : 04Total Hrs : 52 SEE Marks : 50
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
Hrs/Week : 03 Exam Hrs : 03
Total Hrs : 42 SEE 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
Sub Code : CV 603 CIE Marks : 50
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
Hrs / Week : 03 Exam Hours : 03
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
Sub Code : CV 605 CIE Marks : 50
Hrs/ Week : 03 Exam Hours : 03
Total Hrs : 42 SEE Marks : 50
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
Hrs / Week : 03 Exam Hours : 03
Total Hrs : 42 SEE 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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Syllabus of V & VI Semester B.E. / Civil Engineering
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
Hrs/Week : 03 Exam Hrs : 03
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
Sub Code : CV 612 CIE Marks : 50
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
Sub Code : CV 613 CIE Marks : 50
Hrs/Week : 03 Exam Hours : 3
Total Hours : 42 SEE Marks : 50
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
Total Hrs : 42 SEE Marks : 50
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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Syllabus of V & VI Semester B.E. / Civil Engineering
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
Sub Code : CV 622 CIE Marks : 50
Hrs / Week : 03 Exam Hours : 03
Total Hours : 42 SEE Marks : 50
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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