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    SYLLABUS FOR B.E.(CIVIL)- 3RD TO 8TH SEMESTERS OF PUNJAB UNIVERSITY, CHANDIGARH


    CIVIL ENGINEERING
    OPTIONAL : INDUSTRIAL TRAINING IN EIGHTH SEMESTER
    THIRD SEMESTER
    COURSE NAME : SURVEYING-I
    COURSE NO. : CIV. 301
    L P : 3 3
    EXTERNAL: 50
    SESSIONAL: 50
    Note: Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to
    attempt a total of 5 questions with at least 2 questions from each part.
    SECTION – A lectures
    INTRODUCTION TO SURVEYING (03)
    Basic principles of Surveying, Plans, Scales, Maps, Different types of surveys, Perspective of chain surveying.
    COMPASS SURVEY (05)
    Principle, Traverses, Meridians, Bearings, Included angles from bearing and vice versa, Prismatic Compass,
    Surveyor’s compass, Magnetic declination, local attraction, Field work for compass traverse, Plotting and
    adjustment errors.
    LEVELLING (04)
    Basic definitions, Dumpy level, Levelling staffs, Simple Levelling, Terms in Levelling, Precautions, Differential
    Levelling. Field Book for Levelling, Profile levelling, Cross-sectioning & Reciprocal levelling.
    CONTOURING (03)
    Contour characteristics, direct and indirect methods of contouring, Contour gradients and automatic levels.
    SECTION – B
    PLANE TABLING (04)
    Plane Table and its accessories, Telescopic alidade, Principle, Basic definitions, setting and orienting the plane
    table, methods of plane tabling, Three point problem, Two point problem.

    THEODOLITE TRAVERSING (05)
    Vernier Theodolite, Basic definitions, Temporary and permanent adjustments, Measuring horizontal and
    vertical angle, Optical Theodolites, Electronic Digital Theodolites, Selection and marking of stations for
    traversing, Angular measurements.
    TRAVERSE ADJUSTMENTS (05)
    Balancing angles of the traverse, computation of latitudes & departures, consecutive & independent coordinates,
    Checks for open and closed traverses, Adjustment methods for a traverse, Gales traverse table, Omitted
    measurements.
    TACHEOMETRIC SURVEY (05)
    Introduction, Tacheometer and stadia rods, Determination of constants, Purpose of using Analatic lens without
    derivation. Tacheometric equations for inclined sights. Tangential Methods. Auto Reduction Tacheometers.
    BOOKS:
    1. Dr. K.R. Arora, Surveying Vol. I & II Standard Book House, New Delhi.
    2. Dr. B.C. Punmia, Surveying Vol. I & II Luxmi Publications, New Delhi.
    3. Dr. S.K. Duggal: Surveying Vol. I & II Tata McGraw Hill, New Delhi.
    4. Y. R. Nagraga & A. Veeraragavan; Surveying Vol. I, Nem Chand Bros., New Delhi
    6
    5. C. Venkatramaish Text Book of Surveying, University Press (India) Limited, Hydrabad
    6. G.L. Hasmer, Geodesy John Wiley & Sons, New York.
    SURVEYING-I (Practical)
    CIV 351
    Marks : 50
    1. Measurement of distance, ranging a line, plotting of details in chain survey.
    2. Measurement of bearing and angles with compass, adjustment of traverse by graphical method.
    3. Different methods of levelling, height of instrument, rise & fall methods.
    4. Plane table survey, different methods of plotting two point & three point problem.
    5. Setting up temporary and permanent adjustment of a theodolite. Measurement of horizontal angles by
    repetition and reiteration methods using a theodolite. Measurement of vertical angle by theodolite.
    COURSE NAME : BUILDING MATERIALS
    COURSE NO. : CIV. 302
    L P : 3 0
    EXTERNAL: 50
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with at least 2 questions from each part.
    SECTION – A lectures
    BUILDING STONES (03)
    General, Qualities of a good building stone, Deterioration of stones, Preservation of stones, Common building
    stones of India & their Uses, Artificial stones.
    BRICKS (04)
    General, Constituents of bricks, desirable and harmful ingredients in brick earth, qualities of good bricks,
    testing of bricks, strength, Absorption, weathering of bricks. Varieties of fire bricks, sand lime bricks, building
    tiles- roofing; flooring and wall tiles.
    LIME (03)
    Cementing material, Characteristics of good quality lime, classification & testing of Lime, Hydraulic test, acid
    test, setting & slaking of lime, uses of different varieties of lime
    TIMBER (03)
    Advantages of timber construction, timber trees- exogenous and endogenous trees; soft and hard woods,
    structure of tree, felling of trees, defects in timber, characteristics of good timber, uses and testing of timber
    SECTION - B
    CONCRETE (03)
    Constituents of concrete, different types of cements used in concrete, brief introduction to ingredients and
    manufacture of cements. Hydration and compounds of hydration. Properties and testing of cement.
    CONCRETE MIXES (04)
    Design of concrete mixes by ISI method and ACI method. Design of concrete mix for flexural strength.
    PRODUCTION OF CONCRETE (04)
    7
    Introduction, batching of materials, mixing of concrete materials, transportation and placing of concrete,
    compaction of concrete, curing of concrete.
    PROPERTIES OF FRESH AND HARDENED CONCRETE (05)
    Introduction, workability, factors effecting workability, methods of determination of workability, strength of
    concrete, factors effecting strength of concrete, durability and permeability of concrete, factors effecting
    permeability of concrete, creep and shrinkage of concrete.
    MISCELLANEOUS MATERIALS (04)
    Paints and varnishes; Distempering; white and color washing; glass and glass products; Asphalt and Bitumen.
    BOOKS:
    1. Engineering Materials : S. K. Sharma & G. C. Mathur, R.Chand & Co. Delhi
    2. Engineering Materials : S. C. Rangwala, Charotar Publishing House, India.
    3. Building Construction : S. C. Rangwala, Charotar Publishing House, India.
    4. Building Construction : B. C. Punmia, Luxmi Publications
    5. Civil Engg. Materials : P.D. Kulkarni, TMH
    6. Engineering Materials : Surinder Singh, Konark Publishers
    7. Civil Engg. Materials : NITTTR Publication
    8. Advances in Building : Mohan Rai & MP Jaisingh, CBRI, Roorkee
    Materials & Construction Publication
    COURSE NAME : STRUCTURAL ANALYSIS - I
    COURSE NO. : CIV. 303
    L P : 4 0
    EXTERNAL: 50
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION- A lectures
    INTRODUCTION
    Structure, classification of structures, equations of static equilibrium, Free body diagrams, static determinacy of
    structures, stability, Principal of superposition, Shear Force and Bending Moment Diagrams for beams and
    frames under different types of loading.
    COLUMN & BUCKLING (03)
    Definitions and examples of instability; criteria for stability of equilibrium, Euler’s theory of columns,
    buckling, Euler’s equation for various end restraints, Rankine formula, eccentrically loaded struts, struts with
    initial curvature, lateral stability of beams; struts with lateral loading.
    DEFLECTION OF STATICALLY DETERMINATE BEAMS (04)
    Review of Double Integration Method and Macaulay's Method, moment area theorem, conjugate beam method,
    unit method and strain energy method. Maxwel's reciprocal theorem.
    THIN CYLINDERS AND SPHERES (04)
    Introduction, stresses and strains in thin cylinders and spherical shell, volumetric change, wire wound thin
    cylinders, thin vessels subjected to internal pressure.
    ANALYSIS OF DETERMINATE TRUSSES (04)
    Introduction, determination of forces in member of trusses by method of joints, method of sections, Deflection
    of Joints of plane frames by castigliano's first theorem and unit load method.
    8
    SECTION- B
    ANALYSIS OF DAMS, CHIMNEYS AND RETAINING WALLS (04)
    Introduction, limit of eccentricity for no tension in the section, core of the section, middle third rule, wind
    pressure on chimneys.
    ROLLING LOADS (04)
    Introduction to rolling loads and influence lines, Determination of shear force, bending moment at a section and
    absolute shear force and bending moment due to single point load, uniformly distributed load, several point
    loads etc.
    INFLUENCE LINES (04)
    Construction of Influence lines for reaction, shear forces and bending moment for simply supported,
    overhauling and compound beams, influence lines for girders with floor beams, Influence lines for forces in
    members of frames. Influence lines for deflection.
    ARCHES (04)
    Introduction, Analysis of three hinged, spandrel braced arches, Influence lines for horizontal thrust, shear force
    and bending moment for three hinged.
    CABLES AND SUSPENSION BRIDGES (04)
    Introduction, shape of a loaded cable, cable carrying point loads and UDL, cables with ends at different level,
    cable subjected to temperature stresses, suspension bridge with two hinged and three hinged stiffening girders,
    influence lines.
    BOOKS:
    1. Strength of Materials (Volume 1) : B. C. Punmia and Jain, Luxmi
    Publications
    2. Strength of Materials (Volume 2) : B. C. Punmia, Luxmi Publications
    3. Strength of Materials : R. S. Khurmi, S. Chand
    4. Mechanics of Structures : R. S. Khurmi,, S. Chand
    5. Basic Structural Analysis : C.S. Reddy, TMH
    COURSE NAME : TRANSPORTATION ENGINEERING - I
    COURSE NO. : CIV. 304
    L P : 4 2
    EXTERNAL: 50
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with at least 2 questions from each part.
    SECTION- A lectures
    HIGHWAY PLANNING (06)
    Principles of Highway Planning, Classification of Roads, Road Patterns, Highway Alignment
    Requirements, Alignment of Hill Roads, Engineering Surveys.
    HIGHWAY GEOMETRIC DESIGN (03)
    Cross Section Elements, Carriageway, Camber, Sight Distances, Horizontal Curves, Extra-widening, Superelevation,
    Vertical Curves.
    9
    HIGHWAY MATERIALS (04)
    Properties of Sub-grade and Pavement Component Materials, Tests on Sub-grade Soil, Aggregates and
    Bituminous Materials.
    HIGHWAY CONSTRUCTION (03)
    Earthen/Gravel Road, Water Bound Macadam, Wet Mix Macadam, Bituminous Pavements, Cement Concrete
    Pavements.
    HIGHWAY DRAINAGE (03)
    Importance, Surface Drainage and Subsoil Drainage, Construction in Water-logged areas.
    SECTION- B
    HIGHWAY MAINTENANCE (03)
    Pavement Failures, Pavement Evaluation, Maintenance and Strengthening Measures.
    HIGHWAY ECONOMICS & FINANCING (03)
    Total Transportation Cost, Economic Analysis, Sources of Highway Financing.
    TRAFFIC CHARACTERISTICS (03)
    Road User Characteristics, Driver Characteristics, Vehicular Characteristics
    TRAFFIC STUDIES (02)
    Volume and Speed Studies, O-D Survey, Parking Study
    TRAFFIC SAFETY (03)
    Cause and Type of Accidents, Use of Intelligent Transport System
    TRAFFIC CONTROL MEASURES (08)
    Signs, Markings, Islands, Signals
    BOOKS:
    1. Khanna S.K., and Justo, C.E.G. “Highway Engineering”, Nem Chand and Brothers, Roorkee, 1998.
    2. Kadiyali, L.R. “Principles and Practice of Highway Engineering”, Khanna Publishers, New Delhi,
    1997.
    3. Flaherty, C.A.O. “Highway Engineering”, Volume 2, Edward Arnold, London, 1986.
    4. Sharma, S.K. “Principles, Practice & Design of Highway Engineering”, S. Chand & Company Ltd.,
    New Delhi, 1985.
    5. Khanna S.K., and Justo, C.E.G. “Highway Material Testing Laboratory Manual”, Nem Chand and
    Brothers, Roorkee, 1997.
    TRANSPORTATION ENGINEERING LAB – I (Practical)
    CIV- 354
    Marks : 50
    AGGREGATE TESTS
    Sieve Analysis of fine and coarse aggregates
    Aggregate Crushing Value Test.
    Aggregate Impact Value Test.
    Los Angles Abrasion Value Test.
    Aggregate Soundness Test.
    Flakiness Index and Elongation Index Test.
    Specific Gravity and Water Absorption Test.
    Laboratory CBR Test.
    BITUMEN TESTS
    Penetration Test.
    Ductility Test.
    Softening Point Test.
    10
    Viscosity Test.
    Flash Point and Fire Point Test.
    REFERENCES
    1. Highway Materials Testing : Khanna & Justo
    2. Relevant IS Standards
    3. Laboratory Testing in Highway Engineering (Instruction Manual), AK Duggal, NITTTR, 2006.
    COURSE NAME : FLUID MECHANICS – I
    COURSE NO. : CIV. 305
    L P : 4 0
    EXTERNAL: 50
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION - A lectures
    FLUID AND THEIR PROPERTIES (04)
    Concept of fluid, difference between solids, liquids and gases; ideal and real fluids; Continuum concept of fluid:
    density, specific weight and relative density; viscosity and its dependence on temperature; surface tension and
    capillarity, vapor pressure and cavitation: compressibility and bulk modulus; Newtonian and non-Newtonian
    fluids.
    FLUID KINEMATICS (04)
    Continuity equation in Cartesian co-ordinates.
    Rotational flows- Rotational velocity and circulation, stream & velocity potential functions.
    BOUNDARY LAYER ANALYSIS (05)
    Assumption and concept of boundary layer theory. Boundary-layer thickness, displacement, momentum &
    energy thickness, laminar and turbulent boundary layers on a flat plate; laminar sub-layer, smooth and rough
    boundaries. Local and average friction coefficients. Separation and Control.
    SECTION - B
    DIMENSIONAL ANALYSIS AND SIMILITUDE (04)
    Fundamental and derived units and dimensions, dimensional homogeneity, Rayleigh’s and Buckingham’s Pi
    method for dimensional analysis, dimension less number and their significance, geometric, kinematic and
    dynamic similarity, model studies.
    LAMINAR AND TURBULENT FLOWS (05)
    Flow regimes and Reynolds number, critical velocity and critical Reynolds number, laminar flow in circular
    cross section pipes. Turbulent flows and flow losses in pipes, Darcy equation, Minor head losses in pipe fittings,
    Navier-stokes equations in Cartesian coordinates (no derivation), meaning of terms, flow between parallel
    plates, stokes law. Definition of turbulence, scale and intensity, Effects of turbulent flow in pipes. Equation for
    velocity distribution in smooth and rough pipes (no derivation). Resistance diagram.
    FLOW PAST IMMERSED BODIES (03)
    Drag and lift deformation Drag and pressure drag. Drag on a sphere, cylinder and Airfoil: lift-Magnus Effect
    and circulation, lift on a circular cylinder.
    BOOKS:
    1. Fluid Mechanics : Dr. Baljeet S. Kapoor , New Age Publishers
    2. Fluid Mechanics & Hydraulic Power Engineering: D.S Kumar, Kataria & Sons
    3. Fluid Mechanics : Victor Streeter, McGraw Hill.
    4. Elementary Mechanics of Fluids : Hunter Rouse, J. Willey & Sons
    5. Fluid Mechanics : Frank M White, McGraw Hill.
    6. Fluid Mechanics & Hydraulic Machines : S.C. Gupta, Pearson Education
    11
    7. Hydraulics & Fluid Mechanics : Modi And Seth, Standard Book House.
    VOCATIONAL TRAINING
    CIV- 356
    Marks : 50
    Each student shall attend 4 weeks vocational training in the workshop after 2nd semester.
    12
    FOURTH SEMESTER
    COURSE NAME : REINFORCED CONCRETE DESIGN - I
    COURSE NO. : CIV. 401
    L P : 4 2
    EXTERNAL: 50
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION – A lectures
    INTRODUCTION (04)
    Reinforced concrete, definition, properties of materials, grades of concrete and reinforcing steel, stress-strain
    curves, permissible stresses, concrete structural systems-slabs, beams, columns and foundations, design
    philosophies working stress design, ultimate strength and limit state design method.
    LIMIT STATE DESIGN METHOD (04)
    Introduction, Limit States, Characteristic values, characteristic strength, characteristic loads, design values for
    materials and loads, factored loads.
    DESIGN OF BEAMS (04)
    Limit State of Collapse (Flexure) Types of failures, assumptions for analysis and design of singly reinforced,
    doubly reinforced sections, and flanged sections.
    Limit State of Collapse (Shear, bond and torsion) Introduction - Design for shear, structural components
    subjected to torsion, design of rectangular beam section for torsion, development length, continuation of
    reinforcement (beyond cut off points).
    DESIGN OF COLUMNS (04)
    Limit State of Collapse (Compression) Columns and their classification, reinforcement in columns, assumptions,
    short and long (both tied and helical) columns subjected to axial load, short columns subject to axial, uniaxial
    and biaxial bending ( using SP:16)
    SECTION – B
    LIMIT STATE OF SERVICEABILITY (04)
    Deflection, effective span to effective depth ratio, modification factors for singly reinforced, doubly
    reinforcement and flanged beams, crack formation and its control.
    DESIGN OF SLABS (04)
    Design of one-way slabs and two-way rectangular slabs
    DESIGN OF STAIRCASES (04)
    Single flight and dog legged
    DESIGN OF ISOLATED FOOTINGS UNDER AXIAL LOADS (03)
    DETAILING OF REINFORCEMENT USING SP: 34 ALL STRUCTURAL COMPONENTS.
    BOOKS:
    1. Plain & Reinforced Concrete: Jai Krishna & O.P. Jain (vol I & II), Nem Chand & Bros. Roorkee
    2. Limit State Design: A.K. Jain, Nem Chand & Bros. Roorkee
    3. Limit State Design: Ramachandra, Standard Book House, New Delhi
    4. Concrete Technology: M.L. Gambhir, , McGraw Hill..
    5. Reinforced Concrete Structures Punmia & Jain, Luxmi Publications.
    6. Relevant IS Codes
    13
    REINFORCED CONCRETE LAB - I (Practical)
    CIV. 451
    Marks : 50
    1. To determine the Specific Gravity of cement.
    2. To determine the Standard Consistency, Initial and Final Setting Times of Cement.
    3. To determine Soundness of Cement.
    4. To determine the Compressive Strength of Cement.
    5. To determine the Compressive Strength of Bricks/Tiles.
    6. To determine the Slump of Concrete.
    7. Mix Design of Concrete.
    8. To determine the Compressive Strength of Concrete.
    9. To determine the Compressive Strength of hardened Concrete by Non-Destructive Test
    BOOKS:
    1. Laboratory Manual on Concrete Testing (Part-I) : V. V. Shastri and M. L. Gambhir
    2. Laboratory Manual on Concrete Testing (Part-I) : C. B. Kukreja
    3. Laboratory Manual on Concrete Technology :PD Kulkarni, LN Mittal & Hemant Sood
    COURSE NAME : STRUCTURAL ANALYSIS - II
    COURSE NO. : CIV. 402
    L P : 4 0
    EXTERNAL: 50
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION –A
    lectures
    STATICALLY INDETERMINATE STRUCTURES (02)
    Introduction to statically indeterminate structures, Static and Kinematic indeterminacy, Equation of Equilibrium,
    Compatibility Equations, Principle of Superposition, Influence lines for indeterminate structures using Muller
    Breslau’s Principle. Methods of analysis,
    FORCE METHOD OF ANALYSIS (07)
    Method of Consistent Deformation, Three moment theorem, Analysis of Fixed and Continuous beams subjected
    to different loading conditions, sinking and rotation of support.
    DISPALCEMENT METHOD OF ANALYSIS - SLOPE-DEFLECTION METHOD (05)
    Introduction, slope-deflection equations, analysis of statically indeterminate beams and rigid frames (sway and
    non-sway type) due to applied loads and uneven support settlements.
    DISPALCEMENT METHOD OF ANALYSIS -MOMENT-DISTRIBUTION METHOD (05)
    Introduction, absolute and relative stiffness of members, stiffness and carry-over factors, distribution factors,
    analysis of statically indeterminate beams and rigid frames (sway and non-sway type) due to applied loads and
    uneven support settlements.
    SECTION- B
    APPROXIMATE METHODS OF STRUCTURAL ANALYSIS (04)
    Lateral load analysis of multistory frames, portal method and cantilever method.
    METHOD OF STRAIN ENERGY (08)
    14
    Strain energy for linear elastic system, Castigliano’s first theorem and its application for deflection calculation
    in beams and rigid frames, minimum strain energy theorem, Castgliano’s second theorem and its application for
    analysis of beams and rigid frames, unit load method and its application for analysis of beams and frames.
    REDUNDANT FRAMES
    Analysis and deflection calculation using Minimum Strain Energy Theorem, Castigliano’s theorems and Unit
    load Method, Lack of fit of member, temperature stresses.
    TWO HINGED ARCHES (05)
    Types of Arches, Analysis of two Hinged Arches, Shear Force and Normal Thrust, Effect of Rib Shortening,
    Parabolic Arch subjected to concentrated load and UDL, Temperature Stresses, Circular Arches, Reaction
    Locus, Influence lines.
    BOOKS :
    1. Indeterminate Structures :R. L. Jindal, S. Chand
    2. Theory of Structures Volume II :Punmia and Jain, Luxmi Publications
    3. Indeterminate Structural Analysis :Kinney, Edison Wesley
    4. Indeterminate Structures : C.K Wang, TMH
    5. Basic Structural Analysis : C.S. Reddy, TMH
    6. Indeterminate Structures : A.K. Jain, TMH
    7. Structural Analusis (I&II) : S.S. Bhavikatti, Vikas Publishing House
    BOOKS :
    1. Indeterminate Structures :R. L. Jindal, S. Chand
    2. Theory of Structures Volume II :Punmia and Jain, Luxmi Publications
    3. Indeterminate Structural Analysis :Kinney, Edison Wesley
    4. Indeterminate Structures : C.K Wang, TMH
    5. Basic Structural Analysis : C.S. Reddy, TMH
    6. Indeterminate Structures : A.K. Jain, TMH
    7. Structural Analusis (I&II) : S.S. Bhavikatti, Vikas Publishing House
    C COURSE NAME : SURVEYING - II
    COURSE NO. : CIV. 403
    L P : 4 3
    EXTERNAL: 50
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION – A lectures
    CURVES (06)
    Types of horizontal curves, Basic definitions, Degree of curve, elements of a curve, Peg interval, Setting out
    curves with and without theodolite, Obstacles in curve setting, compound curves, Reverse curves.
    TRANSITION CURVES (06)
    Combined circular and Transition Curves and their setting out in field. Vertical curves, Setting out vertical
    curves by chord gradient and tangent correction methods.
    GEODETIC TRIANGULATION (06)
    Triangulation figures, Classification, Shape of triangles, Field work, Selections of stations, Intervisibility of
    stations, Signals, Phase correction, Reduction of Centre, Baseline site, selection Baseline measurement, Baseline
    corrections, Baseline Extension, Survey of India Top Sheet numbering system.
    SURVEY ADJUSTMENTS (06)
    15
    Definitions, Law of Weights, Theory of least squares, normal equations, Most probable values by normal
    equations, by method of differences and by method of correlates, Adjustment of level lines.
    SECTION – B
    TRIANGULATION ADJUSTMENTS (06)
    Station adjustments, conditions for Figure adjustment of Plane triangles, Chain of triangles, two connected
    triangles, Braced Quadrilaterals, Triangle with a central station, Method of equal shifts, Setting out buildings
    GIS (04)
    Introduction, concepts and terminology, utility of GIS, essential components of a GIS, data acquisition through
    scanners and digitizers, data storage, data manipulation and analysis applications of GIS
    GPS (04)
    Introduction, working principle, various application of GPS related to civil engg., components of GPS – point
    positioning and differential positioning.
    REMOTE SENSING (04)
    Introduction, interaction of EMR with earth surface working principles and instrumentation.
    INTRODUCTION OF TOTAL STATION (03)
    Measuring horizontal and vertical angle, Angular measurements, measurement of distance
    BOOKS:
    1. Surveying Volume II and III : B. C. Punmia, Luxmi Publications
    2. Surveying Volume II and III : K. R. Arora, Standard Book House.
    3. Surveying Volume I and II : T.P. Kanetkar, Punevidhyarthi Grah Parkashan
    4. Introduction to Remote Sensing : Campbell, J.B, Taylor & Francis
    5. Understanding GPS, Principles & Applications: Kaplan, E.D, Taylor & Francis
    6. Understanding GPS, Principles & Applications: Kaplan, E.D, Taylor & Francis
    SURVEYING LAB - II (Practical)
    CIV- 453
    Marks : 50
    1. Remote Sensing: Pocket and Mirror Stereoscopes, Stereo Vision test for 3-D studies, Study of aerial
    photograph under stereoscopes
    2. Triangulation using total station: Plotting of Traverse
    3. Use of GIS softwares: Vectorizing the scanned files and layering, Editing and projection systems of the
    data, analyzing the geographical data
    4. Use of GPS softwares: To determine the coordinates of a station by point positioning , To determine
    the area of a triangulation figure,to locate the alignment of a road
    5. Setting out a simple circular curve by offsets from long chord,
    6. Setting out a simple circular curve by offsets from tangents,
    7. Setting out a simple circular curve by Rankine’s method,
    8. Setting out a simple circular curve by Two theodolite method
    BOOKS:
    1. Surveying Vol. I & II : Dr. K.R. Arora
    2. Surveying Vol. II : Dr. B.C. Punmia
    16
    COURSE NAME : ROCK MECHANICS & ENGINEERING GEOLOGY
    COURSE NO. : CIV. 404
    L P : 3 0
    EXTERNAL: 50
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION – A lectures
    GENERAL GEOLOGY (04)
    Importance of Engg. Geology applied to Civil Engg. Practices. Weathering, definition, types and effect.
    Geological works of rivers, wind, glaciers as agents of erosion, transportation and depostion.
    ROCKS & MINERALS (04)
    Minerals, their identification igneous, sedimentary & metamorphic rocks. classification of rocks for engineering
    purposes. Rock quality designation (RQD)
    STRUCTURAL GEOLOGY (04)
    Brief idea about stratification, apparent dip, true dip, strike and in conformities. Folds, faults & joints :
    definition, classification relation to engg. Operations.
    ENGINEERING GEOLOGY (04)
    Geological considerations in the Engg. Projects like tunnels, highways, foundation, dams, reservoirs.
    Earthquake : Definition, terminology, earthquake waves, intensity, recording of earthquake.
    SECTION – B
    ENGINEERING PROPERTIES OF ROCKS AND LABORATORY MEASUREMENT (04)
    Uniaxial compression test, tensile tests, permeability test, shear tests, size and shape of specimen rate of testing.
    Confining pressure, stress strain curves of typical rocks. Strength of intact and fissured rocks, effect of
    anisotropy, influence of effect of pore fluid type unsaturated and temperature.
    IN-SITU DETERMINATION OF ENGG. PROPERTIES OF ROCK MASSES (04)
    Necessity of in-situ tests, uniaxial load tests in tunnels and open excavations, cable tests, flat jack test, shear test,
    pressure tunnel test. Simple methods of determining in situ stresses bore hole technique-bore hold deformation
    gauges.
    IMPROVEMENT IN PROPERTIES OF ROCK MASSES (02)
    Pressure grouting for dams and tunnels, rock reinforcement rock bolting.
    BOOKS:
    Introduction to Rock Mechanics : Richard E. Goodman., Willey
    Engineering Geology : Parbin Singh, Katson Publishing House
    COURSE NAME : BUILDING CONSTRUCTION
    COURSE NO. : CIV. 405
    L P : 3 0
    EXTERNAL: 50
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION - A lectures
    BRICK & STONE MASONRY (04)
    Terms used; types of bonds; their merits and demerits; Rubble and ashlar joints in stone masonary, introduction
    to cement concrete hollow blocks, advantages and disadvantages of concrete block masonry over brick masonry.
    WALLS AND FOUNDATION (03)
    17
    Load bearing and non-load bearing walls, estimation of load on walls and footings, Thickness considerations,
    partition and cavity walls design of masonry walls, pillars and footings.
    DAMP PROOFING (02)
    Sources, Causes of dampness in buildings, bad effects of dampness, methods of damp proofing.
    ARCHES AND LINTELS (03)
    Introduction to terms used in Arches; different types of arches; brick and stone arches, types and functions of
    lintels.
    ROOFS (03)
    Introduction terms used types of roof trusses and roof coverings, details of rain proofing, rain water pipes.
    SECTION- B
    DOORS AND WINDOWS (03)
    Introduction terms used location of doors and windows, types of doors and windows, methods of fixing doors
    and window frames in walls. Ventilators.
    PLASTERING, POINTING AND PAINTING (03)
    Introduction, objects and types, special materials for plastered surfaces, distempering, white washing and color
    washing of plastered surfaces.
    FLOORS (03)
    Introduction, various types of floors commonly used and their suitability for different buildings, constructional
    details of concrete ant Terrazzo floorings, marble flooring, anti- termite treatment.
    MISCELLANEOUS TOPICS (03)
    1. Site selection; and orientation of building.
    2. Principles of acoustical design of Building.
    3. Fire proof construction methods.
    4. Construction and expansion joints.
    5. Building bylaws
    BOOKS:
    1. Building Construction: S.K. Sharma, S. Chand
    2. Building Construction: Sushil Kumar, Standard Publishers
    3. Building Construction: B.C. Punmia , Laxmi Publications.
    COURSE NAME : RCC DRAWING - I
    COURSE NO. : CIV. 456
    L P : 0 2
    Marks : 50
    Design and detailing of following structural components designed in RCC- I through AUTOCAD
    1. Design and detailing of Singly reinforced beams and doubly reinforced beams along with the detailing
    of stirrups.
    2. Design and detailing of columns with different types of reinforcements.
    3. Cross sectional view and plan for one way slabs along with the detailing of reinforcement bars showing
    the clear distance between the bars, bent up bars and extra bars used for negative reinforcement.
    4. Design and detailing of isolated footings ( stepped and sloped) along with the detailing of
    reinforcement in footings.
    5. Design and detailing of single flight and dog legged stair case along with the reinforcement details for
    the stair case inclined slab.
    18
    FIFTH SEMESTER
    COURSE NAME : REINFORCED CONCRETE - II
    COURSE NO. : CIV. 501
    L T P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION – A lectures
    BEAMS CURVED IN PLAN (04)
    Introduction, Design of circular beams loaded uniformly and supported on symmetrically placed columns,
    semi-circular beams simply supported on 3 supports equally spaced using shear, moment and torsion coefficient,
    provision for torsion reinforcement
    CONTINUOUS BEAMS (03)
    Design of continuous beams using I. S. Code method.
    DESIGN OF FOOTINGS (06)
    Isolated footings subjected to eccentric loading, combined footings: Different types, design of rectangular,
    trapezoidal, strap
    SECTION – B
    RETAINING WALLS (03)
    Types, behaviour, stability requirements, design of cantilever and counterfort type retaining walls.
    WATER TANKS (04)
    Introduction, general design requirements on no crack basis, circular and rectangular tanks resting on ground,
    Overhead tanks, intze type tanks and their design including staging and foundation.
    DOMES (05)
    Design of spherical and conical domes
    BOOKS:
    1. Concrete Structure : V. N. Vazirani and M. M. Ratwani,
    Khanna Publishers
    2. Plain and Reinforced Concrete : Jai Krishna and O. P. Jain, Nem Chand
    & Bros.
    Volumes I and II
    3. Design of Reinforced Concrete Structure : S. Rama Murtham, Dhanpat Rai &
    Publications
    4. Reinforced Concrete Structures : Syal and Goel, Wheeler Publishers
    Allahabad
    COURSE NAME : EARTHQUAKE ENGINEERING
    COURSE NO. : CIV. 502
    L T P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION – A lectures
    19
    INTRODUCTION TO EARTHQUAKES (06)
    Structure of the Earth, History of the Earth, Earthquake Mechanism, Propagation of Seismic Waves,
    Earthquake Phenomena, Earthquake Measurements, Seismicity-Global and Local, Seismic hazards
    PAST EARTHQUAKES AND LESSONS LEARNT (06)
    Significant Historical Earthquakes, Earthquake Damages to Various Civil Engineering Structures
    EARTHQUAKE VIBRATIONS (06)
    Introduction to theory of vibrations, Free and Forced Vibrations for Single Degree of Freedom System, Strong
    Motion Vibration Records, Earthquake Spectrum And Design Spectrum, Ground Motions-Effect of Ground
    Conditions
    SECTION – B
    EARTHQUAKE DESIGN PROCEDURE & DESIGN CODES (06)
    Lateral force analysis of buildings, floor diaphragm action, moment resisting frames, shear walls, Concepts of
    seismic design, lateral strength, stiffness, ductility, and structural configuration. Design spectrum. Base
    isolation, Provisions of IS: 1893 for buildings, Seismic design of structure, Provisions of IS: 4326, Seismic
    design and detailing of RC buildings, provisions of IS: 13920
    SOIL RESPONSE TO EARTHQUAKES (06)
    Liquefaction, liquefaction susceptibility, landslides, seismic slope stability analysis, soil improvement for
    remediation of seismic hazards.
    BOOKS :
    1. Structural Dynamics: Mario Paz, CBS Publishers, Delhi.
    2. Elementary Earthquake Engineering: Jai Krishna & Chander Shekran, South Asian Publishers Delhi.
    3. Geotechnical Earthquake Engineering: Steven L. Kramer, Low Price Edition, Pearson Education
    4. IS: 1893-2002, Indian Standard Criteria for Earthquake Resistant Design of Structures, Part I, General
    Provisions, BIS, New Delhi, p.39
    5. Earthquake Resitant Design of Structures, Pankaj Aggarwal & Manish Srikhande, Prentice Hall of India.
    COURSE NAME : FLUID MECHANICS - II
    COURSE NO. : CIV. 503
    L T P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION –A lectures
    UNIFORM FLOW IN OPEN CHANNELS (03)
    Flow classifications, basic resistance Equation for open channel flow. Chezy, Manning, Bazin and Kutter
    formulae. Variation of roughness coefficient, conveyance and normal depth, Velocity Distribution. Most
    efficient flow sections; rectangular, trapezoidal and circular.
    ENERGY AND MOMENTUM PRINCIPLES AND CRITICAL FLOW (04)
    Energy and specific Energy in an open channel; critical depth for rectangular and trapezoidal channels.
    Alternate depths, applications of specific energy to transitions and Broads crested weirs. Momentum and
    specific force in open channel flow, sequent depths.
    GRADUALLY VARIED FLOW (04)
    Different Equation of water surface profile; limitation, properties and classification of water and surface
    profiles with examples, computation of water surface profile by graphical, numerical and analytical approaches.
    HYDRAULIC JUMP AND SURGES (04)
    Theory of Jump, Elements of jump in a rectangular Channel, length and height of jump, location of jump,
    Energy dissipation and other uses, surge as a moving hydraulic jump. Positive and negative surges
    20
    SECTION –B
    IMPACT OF FREE JETS (04)
    Force exerted by fluid jet on stationary flat plate, Force exerted by fluid jet on moving flat plate, Force exerted
    by fluid jet on stationary curved vane, Force exerted by fluid jet on moving curved vane
    HYDRAULIC TURBINES (04)
    Head and efficiencies of hydraulic turbines, Work done and efficiencies of Pelton Wheel,Francis and Kaplan
    turbines, surge tanks
    RECIPROCATING PUMPS (04)
    Main components and working of reciprocating pumps, Work done by single and double acting pumps,
    Coefficients of discharge, slip, percentage slip and negative slip of reciprocating pumps.
    CENTRIFUGAL PUMPS (04)
    Main components and working of centrifugal pumps, Work done by impeller Head of Pump, Losses and
    efficiencies, Specific speed, NPSH, Cavitation in centrifugal pumps.
    BOOKS :
    1. Hydraulic and Fluid Mechanics : Modi and Seth, Standard Book House, Delhi
    2. Fluid Mechanics : R. J. Garde and A. Z. Mirjaguaker, Nemchand &
    Brothers.
    3. Flow in open channel : Subramanya K. McGraw Hill.
    4. Fluid Mechanics : Streeter, McGraw Hill.
    COURSE NAME : GEOTECHNICAL ENGINEERING
    COURSE NO. : CIV. 504
    L T P : 3 1 3
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION- A lectures
    BASIC CONCEPTS (04)
    Definition of soil and soil mechanics common soil problem in Civil Engineering field. Principal types of soils.
    Important properties of very fine soil i. e. adsorbed water, base exchange and soil structure. Characteristics of
    main clay mineral groups. Basic definitions in soil mechanics. Weight volume relationship physical properties
    of soils.
    INDEX PROPERTIES (03)
    Determination of Index properties, classification of coarse grained soils and fine grained soils.
    COMPACTION (06)
    Definition and object of compaction and concept of O.M.C. and zero Air Void Line. Modified proctor test.
    Factors affecting compaction. Effect of compaction on soil properties and their discussion. Field compaction
    methods their comparison of performance and relative suitability. Field compactive effort. Field control of
    compaction by proctor needle.
    CONSOLIDATION (06)
    Definition and object of consolidation difference between compaction and consolidation. Concept of various
    consolidation characteristics i.e. av, mv and Cv primary and secondary consolidation. Terzaghi’s method for onedimensional
    consolidation. Consolidation test. Determination of Cv from curve fitting methods. Normally
    consolidated and over consolidated clays importance of consolidation settlement in the design of structures.
    21
    SECTION- B
    PERMEABILITY AND SEEPAGE (06)
    Concept of effective stress principle. Seepage pressure, critical hydraulic gradient and quick sand condition.
    Capillary phenomenon in soil. Darcy’s law and its validity seepage velicity. Co-efficient of permeability and
    its determination average permeability of striated soil mass Factors affecting ‘K’ and brief discussion.
    SHEAR STRENGTH (06)
    Stress analysis of a two - dimensional stress system by Mohr circle. Concept of pole. Coulomb’s law of shear
    strength Coulomb - Mohr strength theory. Relations between principle stresses at failure Shear strength tests.
    Derivation of skempton’s pore pressure parameters. Stress strain and volume change characteristics of sands.
    EARTH PRESSURE (06)
    Terms and symbols used for a retaining wall. Movement of wall and the lateral earth pressure. Rankine’s and
    Coulomb’s theory for lateral earth pressure. Culmann’s graphical construction and Rebhan’s graphical
    construction.
    BOOKS :
    1. Terzaghi K and Peck R B “Soil mechanics in Engineering Practice” John Wiley and Sons, New
    York, 1995.
    2. Terzaghi K “Theoretical Soil Mechanics”, John Wiley and Sons, New York, 1943
    3. Ranjan G and Rao ASR “Basic and Applied Soil Mechanics” New Age International Pvt. Ltd.,
    Publishers, New Delhi, 2000
    4. Murthy V N S Geotechnical Engineering: Principles and Practices of Soil Mechanics and Foundation
    Engineering (Civil Engineering) “, 2002.
    5. Donald P. Coduto "Foundation Design: Principles and Practices”, Pearson Education,Eastern
    Economy Edition, 2000.
    GEOTECHNICAL ENGINEERING ( Practicals)
    CIV- 554
    EXTERNAL: 40
    SESSIONAL: 60
    1. Determination of water content.
    2. Determination of field density by Core cutter method
    3. Determination of field density by Sand replacement method
    4. Grain size Analysis by Mechanical Method.
    5. Grain size Analysis by Hydrometer Method.
    6. Determination of Specific Gravity by Pycnometer.
    7. Determination of Liquid Limit, Plastic limit.
    8. Determination of Permeability by constant head permeameter.
    9. Unconfined Compression Test.
    10. Direct Shear Test.
    11. Determination of compressibility characteristics of fine grained soils by Consolidation test.
    12. Determination of shear strength of dry and saturated sands by Tri-axial shear test
    COURSE NAME : ENVIRONMENTAL ENGINEERING - I
    COURSE NO. : CIV. 505
    L T P : 3 1 2
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION – A lectures
    .
    22
    SOURCES OF WATER SUPPLY (06)
    Measurement of rainfall and runoff variations; mass diagram; Definition and Design factors, Groundwater and
    springs Definition - various types of wells - well construction and development - specific yield and various
    tests - Infiltration wells and galleries; choice of source of water supply.
    QUALITY OF WATER (06)
    Testing of various physical-chemical and biological characteristics and their significance; standards of quality
    for different uses of water
    WATER SUPPLY SYSTEMS (06)
    Municipal water demands and demand variations, Population forecasting and water demand estimations; Intakes
    and transmission systems, pipes for transporting water and their design, water distribution systems and
    appurtenances; Data and background information for the design of water supply system; Water supply network
    design and design of balancing and service reservoirs; operation and maintenance of water supply systems.
    SECTION – B
    PUMPS AND PUMPING (06)
    Necessity of pumping, classification of different type of pumps and their characteristics and selection criteria,
    economical diameter of the rising main, pumping stations
    WATER TREATMENT (06)
    Water treatment schemes; Basic principles of water treatment; Design of plain sedimentation, coagulation and
    flocculation, filtration: slow, rapid and pressure; Disinfection units; Fundamentals of water softening,
    fluoridation and deflouridation, and water desalinization and demineralization.
    Small scale and household level water purification system and water fixtures
    BOOKS:
    1. Environmental Engineering : Baljeet S. Kapoor, New Age Publishers
    2. Water Supply and Sewerage : E. W. Steel, McGraw Hill.
    3. Water Supply Engineering : S. K. Garg, Khanna Publishers
    4. Water Supply & Sanitation Engineering : Gurcharan Singh, Std. Publishers
    5. Water Supply Engineering : B.C. Punmia, Luxmi Publictaions
    6. Environmental Engineering : P. Venugopala Rao, PHI
    7. Waste water Engineering : S.N. Paul & Arvind Kumar, APH
    Publishing House
    ENVIRONMENTAL ENGINEERING – I (Practical)
    CIV- 555
    EXTERNAL: 40
    SESSIONAL: 60
    1) Determination of Color & Turbidity.
    2) Determination of Solids: Total, Dissolved and Suspended solids.
    3) Determination of Alkalinity and its species.
    4) Determination of pH, and Acidity and its species.
    5) Determination of Hardness (different types)
    6) Determination of Chlorides.
    7) Determination of Fluorides.
    8) Jar test for optimum coagulant dose estimation.
    9) Determination of residual chlorine and chlorine dose.
    COURSE NAME : RCC DRAWING - II
    COURSE NO. : CIV. 506
    L T P : 0 0 2
    EXTERNAL: 40
    SESSIONAL: 60
    DETAILED WORKING DRAWINGS OF FOLLOWING (USING AUTOCAD)
    23
    1. Drawing and detailing of reinforcement in Isolated, combined rectangular and trapezoidal and strap
    footing.
    2. Drawing and detailing of reinforcement in continuos beam with typical Sections.
    3. Drawing and detailing of reinforcement in curved beam with typical Sections.
    4. Drawing and detailing of retaining walls (cantilever and counter fort type).
    5. Drawing and detailing of reinforcement in Rectangular and Circular water tanks resting on ground.
    6. Drawing and detailing of Spherical and conical domes with a typical cross section.
    SURVEY CAMP
    CIV – 507
    EXTERNAL: 50
    SESSIONAL: 150
    The students will be required to make a topographic map of an undulating hilly terrain measuring about 250
    acres. The work will be as under:
    Reconnaissance, selection of main stations, measurement of horizontal and vertical angles, measurement of
    base line, determination of R.L. of main station by double leveling from B.M., measurement of bearing of any
    one line, computation of coordinates of station points, plotting of details, interpolation of contours.
    24
    SIXTH SEMESTER
    COURSE NAME : NUMERICAL ANALYSIS AND STATISTICAL METHODS
    COURSE NO. : ASC. 601
    L T P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION – A lectures
    FLOATING-POINT NUMBERS: Floating-point representation, Rounding, Chopping, Error analysis,
    Condition and instability. (03)
    NON-LINEAR EQUATIONS: Bisection, Fixed-point iteration and Newton-Raphson methods, Order of
    convergence. (03)
    LINEAR SYSTEMS AND EIGEN-VALUES: Gauss-elimination method (using Pivoting strategies) and Gauss-
    Seidel Iteration method. Rayleig’s power method for eigen-values and eigen-vectors. (03)
    INTERPOLATION: Lagrange’s formula with error, Divided difference, Newton’s divided difference formula.
    (03)
    NUMERICAL INTEGRATION: Newton-Cote’s quadrature formula (with error) and Gauss-Legendre
    quadrature formula. (03)
    DIFFERENTIAL EQUATIONS: Solution of initial value problem using Taylor Series, Euler’s and Runge-
    Kutta (up to fourth order) methods. (03)
    SECTION – B
    RANDOM VARIABLES: Definition, Probability distribution, Distribution functions, pdf and cdf, Expectation
    and Variance. (03)
    SPECIAL PROBABILITY DISTRIBUTIONS: Binomial, Poisson, Geometric, Uniform, Normal and
    Exponential distributions. (03)
    SAMPLING DISTRIBUTIONS: Population and samples, Concept of sampling distributions, Sampling
    distribution of mean, Chi-square, t and F distributions (pdf only). Tests of Hypotheses: Basic ideas, Important
    tests based on normal, Chi-square, t and F distribution. (03)
    CURVE FITTING: Method of least squares, Fitting of simple curves using this method, Regression and
    Correlation: (Two variables case only) (03)
    BOOKS:
    1. Numerical Methods, Dr. B.S. Grewal, Khanna Publishers
    2. Introductory Methos of Numerical Analysis, S.S. Shastri, PHI
    3. Numerical Methods, M.K. Jain, SRK Iyengar, R. K.Jain, New Age Intl. Publishers
    4. Probability and Statistics for Engineers, Miller & Freund, Pearson
    5. Introductory Probability and Statistical Applications, P.L. Meyer, Oxford Publications
    COURSE NAME : DESIGN OF STEEL STRUCTURES-II
    25
    COURSE NO. : CIV. 602
    L T P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    SECTION –A lectures
    DESIGN OF ROUND TUBULAR STRUCTURES (05)
    Introduction, round tubular sections, permissible stresses, tube columns and compression members, tube
    tension members, tubular roof trusses, Design of tubular beams, Design of tubular purlins.
    DESIGN OF STEEL FOOT BRIDGE (08)
    Introduction, design of flooring, cross girders, analysis of N- type truss, design of various members of truss,
    design of joints, design of bearings.
    DESIGN OF COMPLETE INDUSTRIAL BUILDING WITH DESIGN OF (08)
    Gantry Girder
    Column bracket.
    Mill bent with constant moment of inertia
    Lateral and longitudinal bracing for column bent etc.
    SECTION –B
    DESIGN OF A SINGLE TRACK THROUGH TYPE RAILWAY BRIDGE WITH LATTICE GIRDERS
    HAVING PARALLEL CHORDS (15)
    Design of stringers
    Design of cross girders
    Design of connection between stringer and cross girder
    Design of main girders
    Design of bottom lateral bracing and top lateral bracing
    Design of portal bracing and sway bracing
    Design of bearings
    BOOKS:
    1.Arya A S and Ajmani J L “Design of Steel Structures” Nem Chand & Bros, Roorkee,1996.
    2. Chandra R “Design of Steel Structures” Vol. I & II Standard Book House, Delhi,1991
    3. Raz S A “Structural Design in Steel” New Age International (P) Ltd., New Delhi, 2002
    4. Raghupathi M “Design of Steel Structures” Tata McGraw-Hill Publishing Company ltd., New Delhi, 1999.
    5. Dayaratnam P “Design of Steel Structures” Wheeler Publishers, New Delhi, 2000.
    COURSE NAME : QUANTITY SURVEY
    COURSE NO. : CIV. 603
    L T P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION – A lectures
    ESTIMATES (08)
    Method of building estimates, types, site plan index plan, layout plan, plinth area, floor area, Technical sanction
    , administrative approval, estimate of buildings, roads , earthwork, R.C.C. works, sloped roof, roof truss,
    masonry platform, complete set of estimate
    ANALYSIS OF RATES (08)
    26
    For earthwork, concrete work, D.P.C., stone masonry, plastering, pointing, roadwork
    SECTION- B
    SPECIFICATIONS (06)
    For different classes of building and Civil engineering works.
    TYPES OF CONTRACTS (06)
    Tenders, tender form, submission and opening of tenders, measurement book, muster roll , piecework
    agreement and work order
    ACCOUNTS (06)
    Division of accounts, cash, receipt of money, cash book, temporary advance, imprest, accounting procedure,
    arbitration, arbitration act.
    BOOKS:
    1. Estimating and Costing : B.N. Dutta , UBS Publishers & Distributors Ltd
    2. Estimating and Costing in Civil Engg. : D.C. Mahajan, Rainbow Book Company.
    3. P.W.D. Accounts : Chief Engineer, B & R, Punjab
    4. Civil Engineering Quantities : Irory M. Sealy, Mcmillion & Co.
    COURSE NAME : ENVIRONMENTAL ENGG.- II
    COURSE NO. : CIV. 604
    L T P : 3 1 2
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION – A lectures
    INTRODUCTION (03)
    Terms & definitions, systems of sanitation and their merits and demerits, system of sewerage, choice of
    sewerage system and suitability to Indian conditions.
    DESIGN OF SEWER (04)
    Quantity of sanitary and storm sewage flow, forms of sewers. Conditions of flow in Sewers, sewers of
    equivalent section, self cleansing and limiting velocity, hydraulic formulae for flow of sewerage in sewers and
    their design.
    CONSTRUCTION & MAINTENANCE OF SEWERS (04)
    Sewer appurtenances, Materials for sewers. Laying of sewers, joints in sewers, testing of sewers pipes.
    Maintenance, operation and precaution before entering a sewer.
    HOUSE DRAINAGE (03)
    Principles of House drainage, traps, Inspection chamber Indian and European type W.C. Flushing cisterns, soilwaste
    and anti-syphorage pipes, plumbing system.
    SECTION - B
    CHARACTERISTICS & TESTING OF SEWAGE (03)
    Composition of sewage, sampling, physical & chemical analysis of sewerage, biological decomposition of
    sewage, kinetics of organic waste stabilization.
    TREATMENT OF SEWAGE (04)
    Unit processes o waste water treatment, screens, grit-chambers, detritus tank, skimming tank, grease traps,
    sedimentation, chemical treatment, aerobic biological treatment, trickling filter (LRTF & HRTF), activated
    sludge processes, anaerobic treatment, units-sludge digesters and biogas plant.
    LOW COST WASTE WATER TREATMENT UNITS (04)
    27
    Oxidation's Ponds, Lagoons, ditches, septic tanks and imhoff tanks, Theory, design, advantages &
    disadvantages.
    BOOKS :
    1. Waste Water Engineering : Metcalf and Eddy Inc. TMH.
    2. Elements of Public Health Engg. : K.N. Duggal, S. Chand.
    3. Sewerage and Sewage Treatment : H.E. Babbitt & E.R. Baumann, Mc Graw Hill.
    4. Waste Water and Air Pollution Engg. : S.K. Garg., Khanna Publishers
    5. Environmental Engineering : B.S. Kapoor, New Age Publishers
    7. Waste Water Engg. : B.C.Punmia, Ashok Jain, Laxmi Publications
    ENVIRONMENTAL ENGG: - II (practical)
    CIV- 654
    EXTERNAL: 40
    SESSIONAL: 60
    1. Determination of DO.
    2. Determination of BOD.
    3. Determination of COD.
    4. Determination of Sulphates.
    5. Determination of Nitrite and Nitrate nitrogen.
    6. Determination of Ammonical and Total Kjeldhal Nitrogen.
    7. Determination of phosphorus (total and available).
    8. Determination of SVI (including MLSS and MLVSS estimations).
    COURSE NAME : FOUNDATION ENGINEERING
    COURSE NO. : CIV. 605
    L T P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION – A lectures
    STABILITY OF SLOPES (04)
    Necessity, causes of failure of slopes. Stability analysis of infinite and finite slopes in sand and clay. Taylor’s
    stability number and its utility.
    SHALLOW FOUNDATION (06)
    Types of shallow foundations, definitions Terzaghis analysis. Types of failures. Factors affecting bearing
    capacity. Skemptions equation. B. I. S. recommendations for shape, depth and inclination factors. Plate Load
    Test and Standard Penetration Test. Contact pressure distribution. Causes of settlement of structures
    comparison of immediate and consolidation settlement Calculation of settlement by plate load test and Static
    Cone Penetration Test data. Allowable settlement of various structures according to IS Code. Situation most
    suitable for provision of rafts. Proportioning of rafts in sand and clays. Various methods of designing raft.
    Floating foundation.
    STRESS DISTRIBUTION (07)
    Boussinesq’s equation for a point load, uniformly loaded circular and rectangular area, pressure distribution
    diagrams. New marks chart and its construction. Two- to – one method of load distribution. Comparison of
    Bossinesq and Westergaard analysis for a point load. Limitations of elastic formula.
    MACHINE FOUNDATIONS (04)
    Theory of vibrations, foundations subjected to vibrations, determination of dynamic properties of soil, Dynamic
    analysis of block foundations.
    SECTION – B
    SOIL INVESTIGATION (04)
    28
    Object of soil investigation for new and existing structures. Depth of exploration for different structures.
    Spacing of bore holes. Methods of soil exploration and relative merits and demerits.
    PILE FOUNDATION-I (06)
    Necessity and uses of piles, classification of piles. Merits and demerits of different types based on composition.
    Types of pile driving hammers & their comparison. Effect of pile driving on adjacent ground. Use of
    Engineering news formula and Hiley’s formula for determination of allowable load. Pile Load Test, separation
    of skin friction and point resistance using cyclic pile load test data. Related Numerical problems.
    PILE FOUNDATION-II (06)
    Determination of point resistance and frictional resistance of a single pile by static formula. Piles in clay, safe
    load on a friction and point bearing pile. Pile in sand spacing of piles in a group, factors affecting capacity of a
    pile group. Efficiency of pile group bearing capacity of a pile group in clay. Settlement of pile groups in clay
    and sand Negative skin friction.
    CAISSONS AND WELLS (05)
    Major area of use of caissons Advantages and disadvantages of open box and pneumatic caissons. Essential part
    of a pneumatic caisson. Components of a well. Calculation of allowable bearing pressure. Conditions for
    stability of a well. Terzaghi’s analysis for Lateral stability of a well, embedded in sand. Forces acting on a well
    foundation. Computation of scour depth, Tilts & Shifts.
    BOOKS:
    1. Peck R B, Hanson W B and Thorn burn T H “Foundation Engineering” Jonh Wiley and Sons Inc,
    New York. 1974
    2. Teng W C “Foundation Design” Prentice Hall of India, New Delhi, 1988.
    3. Bowles J E “Foundation Analysis and Design” McGraw Hill, New York, 1988.
    4. Ranjan G and Rao A S R “Basic and Applied Soil Mechanics” New Age International, New
    Delhi, 2000
    5. Murthy V N S “A Text Book of Soil Mechanics of Foundation Engineering” Sai Kripa Technical
    Consultants, Bangalore, 1993
    STEEL DRAWING –II
    COURSE NO. : CIV- 606
    L T P : 0 0 2
    EXTERNAL: 50
    SESSIONAL: 150
    DETAILED WORKING DRAWINGS OF FOLLOWING (USING AUTOCAD)
    1. Drawing the plan view of gantry girder showing various components of crane system.
    2. Drawing the sectional elevation of gantry girder showing components of crane system.
    3. Drawing the plan view of foot bridge deck showing all its components.
    4. Drawing the sectional elevation of foot bridge truss showing proper connections for joints.
    5. Drawing the plan view of Railway bridge deck showing all its components.
    6. Drawing the side elevation of roller or rocker bearings having circular or segmental rollers.
    SEMINAR AND DEPARTEMNTAL INSTRUCTIONS
    CIV -607
    Visits to various Civil Engineering sites, Construction sites, technical films, library, corporate activities,
    participation in seminars, industries etc.
    29
    SEVENTH SEMESTER
    COURSE NAME : HYDROLOGY AND DAMS
    COURSE NO. : CIV. 701
    LT P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION- A lectures
    PRECIPITATION: (03)
    Importance of hydrological data in water resources planning. The hydrologic cycle, Mechanics of precipitation,
    types and causes, measurement by rain gauges, gauge net works. Hyetograph, averaging depth of precipitation
    over the basin, mass-rainfall curves, intensity duration frequency curves, depth area-duration curves.
    INTERCEPTION, EVAPO-TRANSPIRATION AND INFILTRATION (04)
    Factors affecting interception, Evaporation from free water surfaces and from land surfaces. Transpiration,
    Evapo-transpiration. Factors Affecting infiltration rate, infiltration capacity and its determination.
    RUNOFF (03)
    Factors affecting runoff, runoff hydrography, unit hydrograph theory, S-curve hydrograph, Synder’s S
    ynthetic unit hydrograph, Principles of flood routing through a reservoir by I.S.D. method (description only).
    PEAK FLOWS (03)
    Estimation of Peak flow-rational formula, use of unit hydrograph, frequency analysis, Gumble’s method, design
    flood and its hydrograph.
    SECTION- B
    INTRODUCTION TO DAMS (03)
    Choice of type of dam, site selection, investigation, foundation treatment.
    GRAVITY DAMS (03)
    Non-over flow and over flow section, forces acting, stability factors, stresses on the faces of dam. Design of
    profile by the method of zoning. Elementary profile of a dam, upstream lip and approach ramp. Discharge
    characteristics of spillways. General principles of design of spillways - Ogee, Chute, side channel and siphon.
    EARTHEN DAMS (04)
    Components of earthen Dams and their functions; Phreatic line determination by analytical and graphical
    methods. Seepage determination and control.
    ARCH AND BUTTRESS DAMS (04)
    Classification of arch dams constant, radius, constant angle and variable radius types, cylinder theory,
    Expression relating central angle and cross-sectional area of arch. Types of buttress dams, Advantages of
    buttress dams.
    BOOKS:
    1. Design of Small Dams : USBR Publication Oxford and IBH Publishing
    Company
    2. Design of Gravity Dams : Varshney, Gupta & Gupta.
    3. Earth Dams : Bharat Singh, Nem Chand and Bros., Roorkee
    4. Hydrology : A. J. Randkivi, Pergamon Press Oxford
    5. Engineering Hydrology : K. Subramanya, Tata Mc Graw Hill and Publishing
    Company, New Delhi
    30
    6. Applied Hydrology : Linsley, Kohler, Paul H., Tata Mc Grawhill,
    COURSE NAME : STRUCTURAL ANALYSIS- III
    COURSE NO. : CIV. 702
    L T P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION- A lectures
    BASIC CONCEPTS OF STRUCTURAL ANALYSIS (05)
    Actions and Displacements, equilibrium, compatibility, static and kinematic indeterminacy, principle of
    superposition, flexibility and stiffness matrices, Equivalent joint loads.
    FUNDAMENTALS OF FLEXIBILITY METHOD (06)
    Flexibility methods, Joint displacements, Member end actions and support reactions, flexibility of prismatic
    member, formalization of flexibility method.
    SECTION- B
    FUNDAMENTALS OF STIFFNESS METHOD (08)
    Stiffness method, stiffness of prismatic members, formalization of stiffness method
    Global stiffness matrix, partitioning of global stiffness matrix.
    DIRECT STIFFNESS METHOD (08)
    Complete member stiffness matrix, formulation of joint stiffness matrix, formation of load vector,
    rearrangement of stiffness and load arrays, Analysis of continuous beams,
    Rigid frames and pin jointed frames.
    Comparison between stiffness and flexibility methods.
    INTRODUCTION TO FINITE ELEMENT METHOD (04)
    Concept, Generalized Procedure, minimum potential energy, intrinsic coordinates, Shape functions, Analysis of
    One dimensional bar elements, Plane Truss Elements and Plane Beam Elements.
    BOOKS:
    1. Matrix Methods in structure analysis: Pundit & Gupta, TMH
    2. Matrix Analysis of framed Structures: Weaver & Gere, CBS Publishers
    COURSE NAME : TRANSPORTATION ENGG. II
    COURSE NO. : CIV. 703
    L T P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION- A lectures
    INTRODUCTION TO RAILWAY ENGINEERING (03)
    31
    History of Railways, Development of Indian Railway, Organisation of Indian Railway, Important Statistics of
    Indian Railways.
    RAILWAY GAUGES (03)
    Definition, Gauges on World Railways, Choice of Gauge, Uniformity of Gauge, Loading Gauge, Construction
    Gauge.
    RAILWAY TRACK (04)
    Requirements of a Good Track, Track Specifications on Indian Railways, Detailed Cross-Section of
    Single/Double Track on Indian Railways.
    COMPONENTS OF RAILWAY TRACKS (03)
    Rails, Sleepers, Ballast, Subgrade and Formation, Track Fixtures & Fastenings, Coning of Wheels, Tilting of
    Rails, Adzing of Sleepers, Rail Joints, Creep of Rails.
    GEOMETRIC DESIGN OF RAILWAY TRACK (04)
    Alignment, Gradients, Horizontal Curve, Super-elevation, Equilibrium Cant, Cant Deficiency, Transition
    Curves.
    POINTS AND CROSSINGS (03)
    Functions, Working and Design of Turnout, Various types of Track Junctions and their layouts, Level-crossing.
    RAILWAY STATIONS & YARDS (03)
    Site Selection, Classification & Layout of Stations, Marshalling Yard, Locomotive Yard, Equipment at Railway
    Stations.
    SIGNALLING AND INTERLOCKING (04)
    Objectives, Classification of Signals, Types of Signals in Stations and Yards, Automatic Signalling, Principal of
    Interlocking.
    MODERNIZATION OF RAILWAY TRACKS (03)
    High Speed Tracks, Improvement in existing track for high speed, Ballastless Track, MAGLEV Track.
    SECTION- B
    INTRODUCTION TO AIRPORT ENGINEERING (03)
    Air Transport Scenario in India and Stages of Development, National and International Organisations.
    AIRPORT PLANNING (03)
    Aircraft Characteristics, Factors for Site Selection, Airport Classification, General Layout of an Airport.
    OBSTRUCTIONS AND ZONING LAWS (04)
    Imaginary Surfaces, Approach Zones and Turning Zones.
    RUNWAY ORIENTATION AND DESIGN (06)
    Wind Rose Diagram, Basic Runway Length, Corrections, Geometric Design Elements, Runway Configuration,
    Aircraft Parking System.
    TAXIWAY DESIGN (04)
    Main Taxiway, Exit Taxiway, Separation Clearance, Holding Aprons.
    VISUAL AIDS (04)
    Marking and Lighting of Runway, Taxiway, Landing Direction Indicator, and Wind Direction Indicator,
    IFR/VFR.
    BOOKS:
    1. Aggarwal, M.M. “Railway Engineering”, Prabha and Company, New Delhi, 1997.
    2. Saxena, S.C., and Arora, S.P. “A Text Book of Railway Engineering”, Dhanpat Rai and Sons, Delhi, 1997.
    3. Khanna, S.K., Arora, M.G., and Jain, S.S. “Airport Planning and Design”, Nem Chand & Bros. Roorkee,
    1999.
    4. Horenjeff, R. and McKelvey, F. “Planning and Design of Airports”, McGraw Hill Company, New York,
    1994.
    32
    COURSE NAME : IRRIGATION ENGG. I
    COURSE NO. : CIV. 704
    L T P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION- A lectures
    METHODS OF IRRIGATION (06)
    Advantages and disadvantages of irrigation, water requirements of crops, factors affecting water requirement,
    consumptive use of water, water depth or delta and crop relation, Duty of water, relation between delta, duty and
    base period, Soil crop relation-ship and soil fertility, sprinkler irrigation advantages & limitations. Planning and
    design of sprinkler irrigation, drip irrigation advantages & limitations, suitability.
    CANAL IRRIGATION (04)
    Classifications of canals, canal alignment, Inundation canals, Bandhara irrigation, advantages and
    disadvantages, Silt theories-Kennedy's theory, Lacey's theory, Drawbacks in Kennedy's & Lacey's theories,
    comparison of Lacey's and Kennedy's theories, Design of unlined canals based on Kennedy & Lacey's theories,
    suspended and bed loads.
    LINED CANALS (03)
    Types of lining, selection of type of lining, Economics of lining, maintenance of lined canals, silt removal,
    strengthening of channel banks, measurement of discharge in channels, design of lined canals, methods of
    providing drainage behind lining.
    LOSSES IN CANALS, WATER LOGGING AND DRAINAGE (04)
    Losses in canals-Evaporation and seepage, water logging, causes and ill effects of water logging-anti water
    logging measures. Drainage of land, classification of drains - surface and subsurface drains, Design
    considerations for surface drains, Advantages and maintenance of tile drains.
    SECTION- B
    INVESTIGATION AND PREPRRATION OF IRRIGATION PROJECTS (04)
    Classification of project, Project preparation-investigations, Design of works and drawings, concept of multi -
    purpose projects, Major, Medium and miner projects, planing of an irrigation project, Economics & financing of
    irrigation works. Documentation of project report.
    TUBE - WELL IRRIGATION (04)
    Types of tube - wells - strainer type, cavity type and slotted type. Type of strainers, Aquifer, porosity,
    uniformity coefficient, specific yield & specific retention, coefficients of permeability, transmissibility and
    storage. Yield or discharge of a tube well, Assumptions, Theim & Duputi’s formulae. Interference of tube wells
    with canal or adjoining tube-wells, optimum capacity, Duty and delta of a tube well. Rehabilitation of tube
    well.
    RIVER TRAINING WORK: (04)
    Objectives, classification of river-training works, Design of Guide Banks. Groynes or spurs - Their design and
    classification ISI. Recommendations of Approach embankments and afflux embankments, pitched Islands,
    Alficial cut-off objects and design Considerations River control - objectives and methods.
    BOOKS:
    1. Principles & practice of Irrigation Engg. S.K..Sharma, S. Chand.
    2. Irrigation & Water Power Engg. B.C. Punmia, Pande B.B.Lal,, Laxmi Publications.
    3. Irrigation Engg. & Hydrauloc Structure Varshney, Gupta & Gupta
    4. Irrigation Engg. & Hydraulic Structure Santosh Kumar Garg, Khanna Publishers.
    33
    SOFTWARE LAB
    CIV- 705
    EXTERNAL: 50
    SESSIONAL: 150
    Use of Civil Engineering Softwares like STAAD PRO, ,Auto Civil 3D,MIDAS, NISA CIVIL,ANSYS Etc.
    1. Analysis of Beams with different support conditions and loading conditions.
    2. Analysis of 2- D Portal Frame for vertical and horizontal loading ( Multi storeyed and Multi Bay)
    3. Design of foundations using STAAD Foundation.
    4. Analysis and Design of Roof Truss for wind load.
    5. Analysis and Design of Water Tank.
    6. Analysis and Design of Domes.
    7. Analysis and Design of 3- D frame (Multi storeyed and Multi Bay)
    34
    EIGHTH SEMESTER
    COURSE NAME : MAINTENANCE OF BUILDINGS
    COURSE NO. : CIV. 801
    L T P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION- A lectures
    PRINCIPLES OF MAINTENANCE (03)
    Importance of maintenance, deterioration and durability, factors affecting decision to carryout maintenance,
    maintenance and GNP, agencies causing deterioration, effect of deterioration agencies on materials.
    DESIGN AND ECONOMIC CONSIDERATION IN MAINTENANCE (05)
    Factors to reduce maintenance at design stage, consideration lf maintenance aspects in preparing tender
    document and specifications, sources of error in design which enhances maintenance and its importance at
    design stage. Economic consideration in maintenance: physical life, functional life, economic life of different
    types of buildings, discounting technique for assessment of economic life.
    MAINTENANCE MANAGEMENT (05)
    Definition, organization structure, work force for maintenance, communication needs, building inspections,
    maintenance budget and estimates, property inspections and reports, specification for maintenance jobs, health
    and safety in maintenance, quality in maintenance, maintenance manual and their importance.
    MATERIALS FOR MAINTENANCE (05)
    Compatibility of repair materials, durability and maintenance, types of materials, their specification and
    application, criteria for selection of material, use of commercial available materials in maintenance.
    SECTION- B
    INVESTIGATION AND DIAGNOSIS FOR REPAIR OF STRUCTURES (04)
    Basic approach to investigations, physical inspection, material tests, non-destructive testing for diagnosis,
    estimation of actual loads and environmental effects, study of design and construction practices used in original
    construction, retrospective analysis, and confirmation and repair steps.
    MAINTENANCE PROBLEMS AND ROOT CAUSES (03)
    Classification of defects, need for diagnosis, type of defects in building elements and building materials defect
    location, symptoms and causes.
    REMEDIAL MEASURES FOR BUILDING DEFECTS (06)
    Preventive maintenance and special precautions – considerations, preventive maintenance for floors, joints, wet
    areas, water supply and sanitary systems, termite control, common repair techniques, common methods of crack
    repair.
    - Repair of existing damp proofing systems in roofs, floors and wet areas.
    - Protection, repair and maintenance of RCC elements.
    - Repair of finishes.
    - Repair of building joints.
    - Repair of water supply and sanitary systems, under ground and over head tanks.
    - Common strengthening techniques.
    35
    MAINTENANCE OF MULTISTOREY BUILDINGS (04)
    Specials features for maintenance of multi-storeyed buildings, including fire protection system, elevators,
    booster pumps, generator sets.
    MAINTENANCE OF SERVICES (06)
    Leakage detection techniques in pipes, cleaning of pipes, replacement of pipes, clogging of sewer pipes,
    cleaning and their repairs, special precaution required in sewer pipe maintenance, maintenance of septic tanks,
    maintenance of AC and electrical system in buildings.
    BOOKS:
    1. Concrete Repairs & Maintenance by Peter H. Emmons & Gajanan M. Subnis.R.S.Means Company.
    2. Concrete Repair: Vol. I, II & II published by the Aberdeen Group.
    3. Repair and Rehabilitation of Concrete Structures, ACI Compilation 10.
    4. Gahlot & Sharma, CBS, Publications
    5. A.C. Panchdari, Maintenance of Buildings New Age International (P) Limited Publishers
    6. G. Szechy, D.Sc: Foundation Failures, Concrete Publications Limited 14 Dartmouth Street, London.
    7. H.J Eidridge, Common Defects in Buildings, Her Majesty’s Stationery Office, London
    8. W.H. Ransom; Building Failures: Diagnosis and Avoidance, New Age Publications (P) Limited
    COURSE NAME : IRRIGATION ENGINEERING -II
    COURSE NO. : CIV. 802
    L T P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION A lectures
    THEORIES OF SEEPAGE (02)
    Seepage force and exit gradient, salient features of Bligh’s Creep theory, Lane’s weighted Creep theory and
    Khosla’s theory, Determination of uplift. Pressures and floor thickness.
    DESIGN OF WEIRS (03)
    Weirs versus barrage, design considerations with respect to surface flow, hydraulic jump and seepage flow.
    Design of barrage or weir.
    ENERGY DISSIPATION DEVICES (03)
    Use of hydraulic jump in energy dissipation, Factors affecting design, Types of energy dissipators and their
    hydraulic design.
    DIVERSION HEAD WORKS (02)
    Functions and investigations: component parts of a diversion head work and their design considerations, silt
    control devices.
    SECTION- B
    DISTRIBUTORY REGULATORS (02)
    Offtake alignment, cross-regulators – their functions and design, Distributory head regulators, their design, canal
    escape.
    CANAL FALLS (03)
    Necessity and location, types of falls and their description, selection of type of falls, Principles of design, Design
    of Sarda type, straight glacis and Inglis or baffle wall falls.
    CROSS-DRAINAGE WORKS (03)
    Definitions, choice of type, Hydraulic design consideration, Aqueducts their types and design, siphon aqueducts
    – their types and design considerations, super passages, canal siphons and level crossing.
    CANAL OUTLETS (03)
    36
    Essential requirements, classifications, criteria for outlet behaviours, flexibility, proportionality, sensitivity,
    sensitiveness, etc. Details and design of non-modular, semi-modular and modular outlets.
    BOOKS:
    1. Design of Irrigation Structures by S.K. Sharma. S.Chand.
    2. Irrigation and Water Power Engg. By B.C. Punmia & Pande B.B. Lal.,Luxmi Publuications.
    3. Irrigation Engg. by S.K. Garg, Khanna Publishers.
    4. I.S..Codes.
    COURSE NAME : CONSTRUCTION PLANNING & MANAGEMENT
    COURSE NO. : CIV. 803
    L T P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION- A lectures
    WORKS MANAGEMENT
    INTRODUCTION (04)
    Need for project planning and management Engineer’s role in Construction economy, Value engineering, Time
    value of money.
    Construction schedule activity and events Bar Chart, Milestone Chart, Uses and Drawbacks - evolution of
    networks
    PERT PROGRAMME (EVOLUTION AND REVIEW TECHNIQUE) (04)
    Brief History of Evolution of PERT Salient features, construction of PERT network, multiple time estimates
    and network analysis, earlier events time, latest even time, forward pass and backward pass, event slack, concept
    of critical path and its identification, data reduction, Application of statistics to probability of achieving a target
    data, suitability of PERT for research projects.
    CPM (CRITICAL PATH METHOD) (04)
    Definitions, network construction. Fundamental rules, assignment of duration of activities, determination of
    project schedule, activity time estimates earliest start and earliest finish, latest start and latest finish time-float
    types-free float, independent float, Interfering float -0 their significance in project control, identification of
    critical path.
    THREE PHASE APPLICATION OF CPM (04)
    Three phases - Planning, scheduling and controlling, updating an arrow diagram, time grid diagram.
    PROJECT COST ANALYSIS (04)
    Types of project costs direct and indirect cost-time relationships, cost slopes straight-line and segmented
    approximations, optimum cost and optimum duration, conducting a crash programme, determining the minimum
    total cost of a project, advantages and limitations of PCM.
    SECTION- B
    CONSTRUCTION ENGINEERING
    PREPARATION OF CONSTRUCTION SCHEDULE FOR A CONSTRUCTION PROJECT (04)
    Project description; activities; activity relationship and duration, scheduling, resources; delivering materials;
    scheduling labour and equipment Job-layout; Project control during construction; Project supervision;
    Construction cost control.
    FACTORS AFFECTING SELECTION OF CONSTRUCTION EQUIPMENT (04)
    Types of equipment; cost of owing and operating equipment depreciation cost; obsolescence cost; investment
    cost; operating cost; economic lift of equipment; maintenance and repair cost.
    EARTH MOVING MACHINERY (04)
    Tractor and related equipment; bulldozers; angledozes; rippers; scrappers; power shovels; dragline; slack line;
    clamshells hoes; trenching machines.
    37
    CONSTRUCTION EQUIPMENTS (04)
    Cement concrete plants for grading, batching, mixing, types of mixers, handling and transporting concrete,
    concrete pumps, placing concrete, compacting concrete, bituminous mix plants, pavers and finishers.
    HOISTING AND TRANSPORTING EQUIPMENT (04)
    Hoists winches, cranes, belt conveyors, ropeways trucks and wagons, balancing the capacity of hauling units
    with the size of excavator.
    BOOKS:
    1. PERT AND CPM (Principles and Applications) 2nd Edition : L.S. Srinath. McGraw
    Hill.
    2. Construction Planning, Equipment and Methods (4th Edition) : R. L. Peurifey.
    3. Construction Equipment, Planning and Application : Mahesh Verma
    4. Project Planning and Control with PERT/CPM : Dr. B.C. Punmia,
    Luxmi Publications
    COURSE NAME : SOLID WASTE MANAGEMENT
    COURSE NO. : CIV. 804
    L T P : 3 1 0
    EXTERNAL: 100
    SESSIONAL: 50
    Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a
    total of 5 questions with atleast 2 questions from each part.
    SECTION- A lectures
    INTRODUCTION (04)
    Types and sources of solid wastes, Municipal, solid waste, Industrial solid wastes and Hazardous wastes,
    Present scenarios of municipal and industrial waste management in India.
    PROPERTIES OF SOLID WASTES (04)
    Physical and chemical composition of municipal solid wastes, waste generation rates, factors effecting waste
    generation rates.
    MANAGEMENT OF SOLID WASTES IN INDIA (04)
    Prevalent SWM practices and deficiencies : Storage of waste at source, segregation of wastes, Primary
    collection of waste, transportation of waste, disposal of wastes, institutional deficiencies.
    ENGINEERED SYSTEMS OF SOLID WASTE MANAGEMENT (04)
    Design specifications of primary waste collection tools, waste storage bins, transportation vehicles, route
    selection and provision of transfer stations.
    SECTION- B
    DISPOSAL OF WASTES (04)
    Site selection, rapid EIA of proposed sites, disposal technologies such as :
    Composting: Aerobic composting, Anaerobic composting, mechanical composting, vermin composting;
    advantages and limitations of composting technologies, Economics of composting.
    ANAEROBIC DIGESTION (04)
    Traditional digestors such as KVIC model, Deenbandhu model, emerging technologies for waste stabilisation.
    Incineration: Fuel Pellets, Refuse derived fuels, mechanical incinerators; advantages and limitations of
    incineration.
    SANITARY LANDFILLING (04)
    Method of preparing sanitary landfill site, land filling techniques, operation and maintenance of landfill sites
    including leachate collection and treatment, recovery of methane from landfill sites for power generation.
    38
    HAZARDOUS WASTE MANAGEMENT (04)
    The Hazards, Definition & classification of Hazardous Waste Hazardous Waste Management, Treatment
    Technologies, Land disposal, Biomedical Waste & its Management.
    BOOKS:
    1. Solid Wastes Energy Principles & Management by Techno banoglus, Theisen & Elvasebm, McGraw Hills.
    2. Standard handbook of Hazardous Waste Treatment & Disposal, by Freeman H.M., McGraw Hills.
    3. Papers published in various Journals & Magazines.
    IRRIGATION DRAWING- II
    CIV- 806
    EXTERNAL: 40
    SESSIONAL: 60
    DESIGN AND DRAWING OF THE FOLLOWING (USING AUTOCAD)
    1. Design and detailing of both lined and unlined canals with typical sections of both types of canals
    clearly indicating the stone pitching etc.
    2. Design and detailing of Guide bank along with the cross sections at the u/s and d/s end of guide banks.
    3. Design and detailing of Weir or barrage along with the various cross sections.
    4. Design and detailing of any one type of cross head regulator with a typical cross section.
    5. Design and detailing of A.P.M. Outlet along with a typical cross section.
    6. Design and detailing of siphon aqueduct along with a typical cross section.
    SEMINAR
    CIV- 807
    Each student shall be required to deliver presentations and submissions etc. in the class on the topics as
    suggested by the course teacher.