REVISED SYLLABUS FOR B.E. COURSE IN CIVIL ENGINEERING...

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REVISED SYLLABUS FOR B.E. COURSE IN CIVIL ENGINEERING W.E.F.- JULY- 2015

Transcript of REVISED SYLLABUS FOR B.E. COURSE IN CIVIL ENGINEERING...

Page 1: REVISED SYLLABUS FOR B.E. COURSE IN CIVIL ENGINEERING …civil.aec.ac.in/utilitiesdocs/courseplane/IGlxOSyllabus_GU.pdf · BASIC FLUID MECHANICS LAB. SUB CODE: CE 314L Total Marks:

REVISED SYLLABUS

FOR

B.E. COURSE IN

CIVIL ENGINEERING

W.E.F.- JULY- 2015

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FIRST SEMESTER ENGINEERING PHYSICS-I

SUB CODE: PH 101 Theory: 100

Sessional: 50 Time: 3 hrs.

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FIRST SEMESTER ENGINEERING PHYSICS LAB.-I

SUB CODE: PH 101L Total Marks: 50 (40+10)

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FIRST SEMESTER ENGINEERING CHEMISTRY-I

SUB CODE: CH 102 Theory: 100

Sessional: 50 Time: 3 hrs.

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FIRST SEMESTER ENGINEERING CHEMISTRYLAB-I

SUB CODE: CH 102L Total Marks: 50 (40+10)

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FIRST SEMESTER MATHEMATICS-I

SUB CODE: MA 103 Theory: 100

Sessional: 50 Time: 3 hrs.

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FIRST SEMESTER MECHANICS OF SOLIDS-I

SUB CODE: CE 114 Theory: 100

Sessional: 50 Time: 3 hrs.

Chapter 1: Simple Stress and Strain Simple stress and strain: Tensile, compressive and shear stress, Hook’s law. Young’s modulus, Poisson’s ratio, elastic constants and their relationship. Hook’s law; Stress-strain diagrams for brittle and ductile materials Chapter 2 : Generalized stress and strain Analysis of plane stress and plane strain, Mohr’s circle of stress and strain. Chapter 3: Bending Moment and Shear Force Introduction to bending moment and shear force Analysis of simply supported and cantilever beam with point load and distributed loads. Chapter 4: Bending Stress in Beam Theory of Simple Bending - Bending stresses in beams. Chapter 5: Shear Stress in Beam Flexural shear stress distribution in various shapes of cross section of beams. Chapter 6: Columns Empirical formula, Rankine’s formula, slenderness ratio, Concentric and eccentric load.Columns with initial curvature.Equivalent eccentricity, Beam column. Chapter 7: Thin Cylinders and Shells Hoop stress, Thin Cylinders and Shells under internal fluid pressure – Riveted Joint Connection - Wire wound thin cylinders. Chapter 8: Torsion of Circular Shafts Theory of Pure Torsion in Solid and Hollow circular shafts - Torsional Shear Stresses - transmission of Power- Strength of shaft or torsional rigidity. Reading:

1) R. Subramanian- Strength of Materials, Oxford 2) Debabrata Nag and AbhijitChanda, Strength of materials, Wiley-India

Publishers,2012. 3) S Ramamrutham, Strength of materials,DhanpatRai Publishing Company. 4) Timoshenko and Gere, Mechanics of Materials, CBS Publishers, New Delhi, 1996. 5) S.B.Junarkar and H.J.Shah, Mechanics of Structures, Charotar Publishers, Anand,

1998. 6) Beer and Johnston, Mechanics of Materials, McGraw Hill International Edition,

1995.

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7) E.P.Popov, Engineering Mechanics of Solids, Prentice Hall of India Pvt. Ltd., 1998.

FIRST SEMESTER TECHNICAL REPORT WRITING

SUB CODE: HU 105 Theory: 50

Sessional: 25 Time: 1½ hrs.

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FIRST SEMESTER ENGINEERING GRAPHICS-I

SUB CODE: CE 117 Theory: 100

Sessional: 50 Time: 3 hrs.

1. Introduction: Introduction to Engineering Graphics, general instruction

regarding instruments, lines, dimensions and lettering.

2. Scales: Representative fraction, types of scales-plain, diagonal, comparative,

vernier and scale of chords.

3. Engineering curves: Construction of ellipse, parabola, hyperbola, cycloid,

trochoid and involute. Drawing of tangent and normal to the above curves.

4. Projections: Concept of projection, types of projection, orthographic projection, IS

specifications, projection of points in different quadrants.

5. Projection of line: Parallel to both planes, parallel to one plane and perpendicular

to other, parallel to one plane and inclined to other, inclined to both planes,

traces of a line, true length of a line and its inclination to reference planes.

6. Projection of a plane: parallel to one plane and perpendicular to other, parallel to

one plane and inclined to other, oblique plane, traces of a plane.

7. Projection of solids: Simple solids in different positions, axis perpendicular to a

plane, axis parallel to both planes, axis parallel to one plane and inclined to the

other, axis inclined to both planes.

Books:

Elementary Engineering Drawing; N D Bhatt, Pradeep Publications

Engineering Drawing; M B Shah, B C Rana, Pearson Education

Engineering Drawing and Graphics; K. Venugopal, New Age International (P) Limited,

Publishers

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FIRST SEMESTER COMPUTER PROGRAMMING

SUB CODE: CS 106 Theory: 50

Sessional: 25 Time: 1½ hrs.

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FIRST SEMESTER COMPUTER PROGRAMMING LAB.

SUB CODE: CS 106L Total Marks: 50 (40+10)

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SECOND SEMESTER ENGINEERING PHYSICS-II

SUB CODE: PH 201 Theory: 100

Sessional: 50 Time: 3 hrs.

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SECOND SEMESTER ENGINEERING PHYSICS LAB.-II

SUB CODE: PH 201L Total Marks: 50 (40+10)

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SECOND SEMESTER ENGINEERING CHEMISTRY-II

SUB CODE: CH 202 Theory: 100

Sessional: 50 Time: 3 hrs.

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SECOND SEMESTER ENGINEERING CHEMISTRY-II LAB.

SUB CODE: CH 202L Total Marks: 50 (40+10)

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SECOND SEMESTER MATHEMATICS-II SUB CODE: MA 203

Theory: 100 Sessional: 50 Time: 3 hrs.

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SECOND SEMESTER ENGINEERING MECHANICS-I

SUB CODE: ME 224 Theory: 100

Sessional: 50 Time: 3 hrs.

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SECOND SEMESTER ENGINEERING MECHANICS-I LAB.

SUB CODE: ME 224L Theory: 50

Sessional: 25 Time: 1½ hrs.

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SECOND SEMESTER BASIC ELECTRICAL ENGG. & ELECTRONICS

SUB CODE: EE 245 Theory: 100

Sessional: 50 Time: 3 hrs.

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SECOND SEMESTER BASIC ELECTRICAL ENGG. & ELECTRONICS LAB.

SUB CODE: EE 245L Total Marks: 50 (40+10)

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SECOND SEMESTER SOCIOLOGY

SUB CODE: HU 206 Theory: 50

Sessional: 25 Time: 1½ hrs.

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SECOND SEMESTER ENGINEERING GRAPHICS-II

SUB CODE: ME 227 Theory: 100

Sessional: 50 Time: 3 hrs.

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THIRD SEMESTER MATHEMATICS-III SUB CODE: MA 301

Theory: 100 Sessional: 50 Time: 3 hrs.

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THIRD SEMESTER THEORY OF STRUCTURES-I

SUB CODE: CE 312 Theory: 100

Sessional: 50 Time: 3 hrs.

Chapter 1: Structural Systems Introduction, Forms of Structure, Load Path, Linear and Non-linear structure, Degree of freedom- Determinate and indeterminate structures Chapter 2: Shear Force and Bending Moment in Determinate Beams Types of supports - Types of determinate beams - Simply supportedbeam , Cantilever beam , Overhanging beam, Concept and derivation of relationship between Bending Moment and Shear force , Bending Moment and Shear Force diagrams, Point of Contraflexure, Discussion on examples of Simply supported beam , Cantilever beam , Overhanging beam Chapter 3:Deflection in Beams Computation of slope and deflection in Simply supported and cantilever beams by double integration, Moment Area method, Macaulay’s method, Conjugate beam method, Applications to simply supported, overhang and cantilever beams. Chapter 4:Work and Energy Principle Strain Energy Expression, Castigliano’sFirst theorems and their applications to find deflection and redundant forces in simple cases. Principle of virtual work, Maxwell’s Reciprocal Theorem, Maxwell-Betti’s Theorem, Unit load method. Chapter 5:Arch Structure 3 Hinged Arches, Normal thrust, Radial Shear, Horizontal Reactions, Temperature effect on Arch Chapter 6: Cable Structure Analysis of Cable Structure, Reactions on Piers, Length of Cable Reading:

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1) Structural Analysis: T S Thandavamoorthy, Oxford University Press 2) Basic Structural Analysis- C S Reddy, McGraw Hill Education (India) Pivate Limited,

New Delhi 3) Theory of Structure- S Ramamrutham, DhanpatRai Publishing Company, New Delhi 4) Theory of Structure- B C Punmia, Laxmi Publications (P) Ltd. 5) Intermediate Structural Analysis – Wang C.K. ,TataMcGraw Hill Publishers, 2010. 6) Theory and Problems of Strength of materials- Nash, William A. Tata McGraw Hill,

New Delhi, 2004.

THIRD SEMESTER ENGINEERING SURVEYING-I

SUB CODE: CE 313 Theory: 100

Sessional: 50 Time: 3 hrs.

Introduction: Definition-Classification-General Principles Basic terms, Use of Survey.

Chain Survey: Linear measurement-chain and tape- types- errors and correction,

Numerical problems.

Compass Survey: Angular measurement using compass, Bearing & Meridian-types,

measurement and computation. declination. Traversing with compass-closed & open,

measurement and numerical problems.

Leveling: Introduction to Leveling, definition of basic terms, Level Book, entries,

observation and reduction of Levels. Numerical problems. Classification- Profile &

Cross-section, Fly leveling, Reciprocal leveling, Trigonometric leveling, Precise leveling.

Errors in leveling and accuracy.

Plane Table Surveying: Equipments & accessories, Methods of locating details-

Radiation, Intersection and Resection. Advantages & Disadvantages.

Theodolite: Measurement of horizontal angle- method of repetition and reiteration,

various types of theodolites-20// vernier. Traversing by Theodolite- closed traverse,

computation of independent coordinates-Gale’s Traverse Table.

Tacheometry: Basic systems of tacheometric measurement, Principles of stadia and

Tangential method with staff vertical, derivation of formulae and numerical problems.

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Horizontal and Vertical Curves: Characteristics of different types- Elements of Circular

and Transition curves, Methods of setting out of simple circular and combined curves.

Contouring: Characteristics of contours, Various method.

Computation of Area and Volume: Units and conversion factor, Area by Mid-ordinate,

Average-ordinate, Trapezoidal and Simpson’s Rule, Formulae for circulation of Cross-

Sectional Area, Formulae for calculation of volume. Numerical problems.

THIRD SEMESTER

ENGINEERING SURVEYING-I LAB. SUB CODE: CE 313L

Total Marks: 50

To range a line more than one chain length and recording the details in a field book.;

Closed compass traversing to plot the existing layout of a building/ built-up area.;

Profile and Cross-sectional leveling with Dumps/Level.; Fly leveling with tilling level.;

Trigonometric leveling.; Plane table traversing.; Three-pt-problem.; Direct Contouring

using Indian Tangent Clinometer.; Indirect contouring by the method of grids.;

Measurement of horizontal and vertical angles with theodolite.

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THIRD SEMESTER BASIC FLUID MECHANICS

SUB CODE: CE 314 Theory: 100

Sessional: 50 Time: 3 hrs.

Introduction: Fluid- definition, types; physical properties of fluid- density, specific weight, specific volume, specific gravity, viscosity- Newton’s law of viscosity, surface tension, compressibility of fluids, capillarity. Fluid Statics: Hydrostatic pressure, pressure height relationship, absolute and gauge pressure, measurement of pressure- manometer; pressure on submerged plane and curved surfaces; centre of pressure, buoyancy, equilibrium of floating bodies, metacentre; fluid mass subjected to accelerations. Fluid Kinematics: Types of motion- steady and unsteady flow, uniform and nonuniform flow, laminar and turbulent flow, compressible and incompressible flow, one, two & three dimensional flow; stream lines, streak lines and path lines, stream tube, stream function and velocity potential, flow net and its drawing, free and forced vortex. Fluid Dynamics: Basic equations- continuity equation, energy equation- Euler’s equation, Bernouli’s equation, momentum equation, application of energy Equation and continuity equation to incompressible fluids. Flow Through Openings: Orifices, Mouthpieces, Co-efficient of contraction, velocity and discharge, flow under sluice gate. Notches and Weirs: Types- rectangular, triangular and trapezoidal notches and weirs, suppressed weir, Cippoletic weir, submerged weir, narrow and broad crested weir, Franci’s formula with end contraction. Flow Through Pipes:

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Loss of head due to friction, minor head losses, Darcy Weisbach formula, flow through compound pipes, siphon. Flow Measurement: Venturi meter, orifice meter, Nozzle meter, pitot tube, current meter. Dimensional Analysis and Model Laws: Rayleigh’s method, Buckingham’s pi-theorem, important dimensionless parameters and their significance, application of dimensional analysis to fluid flow problems: geometric, kinematic and dynamic similarities, scale ratio, prototype, distorted model. Flow in Open Channels: Types of channel, types of flow, geometric properties of channel section, Chezy’s and Manning’s formula, economic section.

THIRD SEMESTER BASIC FLUID MECHANICS LAB.

SUB CODE: CE 314L

Total Marks: 50

1. Determination of coefficient of triangular notch. 2. Determination of friction factor in pipe flow. 3. Verification of Bernoulli’s theorem. 4. Determination of coefficients of orifice.

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THIRD SEMESTER BUILDING TECHNOLOGY-I

SUB CODE: CE 315 Theory: 100

Sessional: 50 Time: 3 hrs.

Building Materials : Introduction to Building Materials-Classification of Building Materials, Requirements Of Building Materials and Products, Historical Development of Building Materials Conventional Building Materials : Stone , Sand, Lime, Timber, Bamboo Bricks - Classification, Common Clay Brick, Mortar for joints. Cement- Types and Grades of Cement, Composition and Manufacture of Cement, Cement Mortar Plain Cement Concrete (PCC) and Reinforced Cement Concrete (RCC) Steel Reinforcement Bars, Structural Steel; Roofing Sheets, Corrugated Iron Sheets, Aluminium Section Paints, Sealants and Adhesives; Glass, Structural and Non-Structural. Timber and timber based products- plyboard, blackboard, veneer, laminated sheets. Materials Used for Damp Proofing, Water Proofing, Thermal Insulation, Sound Insulation and Fire Protection. Modern Materials - Solid and Hollow Concrete Block, Autoclaved Aerated concrete (AAC) Blocks, Fly-ash Bricks, Inter-locking Paver Blocks, Aluminium Composite Panels (ACP). Galvalume sheets for roofing. Building Construction: Functional Requirements of a Building: Strength, Stability, Comforts, Convenience, Daylight, Ventilation. Types Of Building: R.C.C and Assam Type; Classification as Per National Building Code Of India (2005). Study of Various Building Elements: Foundation, Plinth, Floor, Wall, Beam, Column, Lintel, Door, Window, Ventilator, Ceiling, Roof, Staircases.

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Brick Masonry, Stone Masonry, Mortar Joints and Bonds, Plastering and Pointing Works. Building Construction in Reinforced Cement Concrete. Roofs and Floors - Roofing Materials, Roofing Systems, Truss - Timber & Steel Truss, Reinforced Cement Concrete Slabs and Floors in Single and Multi-storied Buildings Industrial Buildings, Prefabricated and Pre- Engineered Buildings. Reference: 1) “ Building Construction”, Vargesse, P.C Practice hall of India, New Delhi, 2007 2) “Alternative Building Materials and Technologies” by K.S Jagadish and B.V Venkataraman

Reddy, 1st Edition, New Age International (P) ltd. 3) “Engineering Materials”, 28th Edition, Rangawalla. S.C Chartar Publishing House, Anand

1997 4) National Building Code of India (2005), BIS

THIRD SEMESTER BUILDING TECHNOLOGY-I LAB.

SUB CODE: CE 315L Total Marks: 50

Learning objectives:-

Students have to identify different materials and their properties used in

construction industry. The different types of test and standard values should be

known. They will be able to identify the test conducted on a specimen

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THIRD SEMESTER ENGINEERING GEOSCIENCE

SUB CODE: CE 316 Theory: 100

Sessional: 50 Time: 3 hrs.

Introduction to Geosciences, its importance in Engineering. Geological functions of wind, running water and glacier, modification of landscapes. Brief outline of the rock-forming minerals and their physical properties, clay minerals- classification and atomic structure. Mode of formation of igneous, sedimentary and metamorphic rocks- their occurrences, forms, texture and structure, classification, mineralogical compositions and geological and geological and engineering properties. Primary and secondary structures of rocks, influence of stress and strain on rocks and resulting deformation—folds, faults, joints-causes of formation, classification, engineering significance. Unconformity, overlap, outliers and Inliers. Fundamental principles of stratigraphy, standard stratigraphic column. General review of the geological history of India with particular reference to Vindhyan, Gondwana and Tertiary Group. Elementary principles relating to geological and geophysical methods of prospecting, their utility in the field of civil engineering.

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Geosciences bases investigations of sites for dams, reservoirs, tunnels, highways and bridges. Landslides- causes, types and effects on engineering construction and prevention. Surface and underground water, sources, accumulation and migration of water-table, ground water survey and provinces, artesian water, classification of aquifers. Earthquakes—types, causes, earthquake waves, magnitude and intensity, effects on engineering construction, precaution, prediction, seismic belts of India. Construction materials- building and road. Rock quarrying with special reference to rock blasting and few related problems.

THIRD SEMESTER ENGINEERING GEOSCIENCE LAB.

SUB CODE: CE 316L

Total Marks: 50

Megascopic studies of some important minerals and rocks. Problems of dip and strike,

completion of outcrops. Borehole correlation problems. Geological maps and sections.

Study of toposheets.

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FOURTH SEMESTER ADVANCED MATHEMATICS & NUMERICAL ANALYSIS

SUB CODE: MA 401 Theory: 100

Sessional: 50 Time: 3 hrs.

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FOURTH SEMESTER ACCOUNTACY FOR ENGINEERS

SUB CODE: HU 402 Theory: 50

Sessional: 25 Time: 1½ hrs.

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FOURTH SEMESTER COMMUNICATION & PRESENTATION SKILL

SUB CODE: HU 403 Theory: 50

Sessional: 25 Time: 1½ hrs.

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FOURTH SEMESTER COMMUNICATION/LANGUAGE LAB.

SUB CODE: HU 408L

Total Marks: 50

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FOURTH SEMESTER THEORY OF STRUCTURES-II

SUB CODE: CE 414 Theory: 100

Sessional: 50 Time: 3 hrs.

Chapter 1: Fixed beams Introduction to Indeterminate Structures, Static and Kinematic Indeterminacy, Beams fixed at one end freely supported at the other, Beams fixed at both ends - subjected to concentrated load, uniformly distributed load, couple. Chapter 2: Continuous Beam Three moment theorem. Continuous beams with fixed end, overhang. Chapter 3: Elastic theory of arches Two hinged arch - Circular and Parabolic, Horizontal Reactions, Normal Thrust, Radial Shear, Yielding of support Chapter 4: Suspension Girder Bridge Analysis of two hinged and three hinged stiffening girder. Chapter 5: Approximate Analysis Method Introduction to moment distribution and application to Continuous Beams, Method of substitute frame, Portal and cantilever method of analysis of building frames for lateral loads. Chapter 6: Redundant Frame Statically indeterminate structure, Castigliano's 2ndtheorem , Analysis of Redundant truss, Analysis of Frames with redundant members Chapter 7: Introduction to Plastic Method

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Introduction, plastic moment of inertia, plastic section modulus, characteristic of plastic hinge, concept of Moment Redistribution, Shape factors for various sections. Reading:

1) Structural Analysis: T S Thandavamoorthy, Oxford University Press 2) Basic Structural Analysis- C S Reddy, McGraw Hill Education (India) Pivate

Limited, New Delhi 3) Theory of Structure- S Ramamrutham, DhanpatRai Publishing Company, New

Delhi 4) Theory of Structure- B C Punmia, Laxmi Publications (P) Ltd. 5) Intermediate Structural Analysis – Wang C.K., TataMcGraw Hill Publishers,

2010. 6) Fundamentals Of Limit Analysis Of Structures (A Course In Plastic Analysis Of

Structures), V.K. ManickaSelvam, DhanpatRai Publications

FOURTH SEMESTER ENGINEERING SURVEYING-II

SUB CODE: CE 415 Theory: 100

Sessional: 50 Time: 3 hrs.

Triangulation: Object, classification of triangulation systems, Reconnaissance-selection of stations, intervisibility and height, signals and towers, phase of signal, Base line measurement, Extension of base, Measurement of horizontal angles, satellite station-reduction to center. Adjustment of computation: Error and precision, Laws of accidental error, General principle of least squares, Laws of weight, Determination of probable error, Distribution of error to field measurements. Determination of most probable values- Normal equation, method of correlates. Triangulation adjustment- station and figure adjustment, Adjustment of chain of triangles and geodetic quadrilateral. Modern Survey Equipments: Electromagnetic Waves-important characteristics, Distance measurement by transit time and phase difference, Carrier waves, method of modulation, Electro- optical E.D.M. instruments, Infrared EDM instruments, Microwave EDM instruments, Target-component and characteristics. Introduction to Electronic theodolite, Total Station and GPS. Trilateration:

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Use, advantages, Triangulation Vs Trilateration, check angle, zenith angle and reduction of slope distance from vertical angle and elevations, adjustments of trilateration. Photogrammetry: Types of aerial photograph, components of an aerial camera, photo- coordinates measurements, scale of a vertical photograph, horizontal length and direction of a line. Flight planning. Determination of elevation-method of relief displacement. Stereoscopic observation-parallax, principle of floating point, use of stereometer and stereoscope. Stereoscopic plotting instruments. Introduction to Terrestrial photogrammetry. Satellite remote sensing: Electromagnetic energy, electromagnetic spectrum, atmospheric window, active and passive remote sensing, practical remote sensing system, types of data products. Visual interpretation of hardcopy data, principle of digital classification.

FOURTH SEMESTER ENGINEERING SURVEYING-II LAB.

SUB CODE: CE 415L

Total Marks: 50

To carry out open traverse with theodolite for route alignment.

To set out simple Circular curve. (horizontal & vertical)

Determination of height of an inaccessible point by Trigonometrical Levelling.

To carryout open Traverse with Total station.

To carryout closed Traverse with Micro-optic Theodolite.

To carryout Longitudinal and Cross-sectional leveling using Automatic Level.

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FOURTH SEMESTER HYDRAULIC ENGINEERING

SUB CODE: CE 416 Theory: 100

Sessional: 50 Time: 3 hrs.

Viscous flow: Viscosity- dynamic and kinematic; Equation of motion- Navier- Stokes equation; Laminar flow in circular pipes- Hagen Poiseuille equation, Laminar flow between parallel plates- Couette flow. Turbulent flow: Eddy viscosity, Pandtle mixing length theory, Velocity distribution over smooth and rough surfaces. Boundary Layer Theory: Boundary layer thickness- displacement, momentum and energy thickness; Laminar and turbulent boundary layer along a flat plate- momentum integral equation; Laminar sub-layer. Flow around Submerged Bodies: Drag and lift; Drag and Lift coefficients; Pressure and friction drag on sphere, cylinder and disc; Separation of flow- Karman vortex street; Circulation; Lift on a cylinder-Magnus effect.

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Advanced pipe flow: Smooth and rough pipes; Variation of friction factor; Moody’s diagram; Pipe network analysis-Hardy Cross method; Water hammer in pipes- rigid and elastic water column theories, gradually and instantaneous closure of valves; Surge tank. Open Channel flow: Normal depth; Computation of uniform flow; Specific energy; Critical depth and critical velocity; Types of bed slope; Gradually varied flow-surface profile, equation of gradually varied flow, direct step method; Rapidly varied flow- hydraulic jump in horizontal rectangular channel, depth and length of jump, loss of energy. Impact of Jet: Force of jet on fixed, hinged and moving plates (flat and curved) in different situations, Water wheel, Radially rotating curved vanes. Turbines: Classification- impulse and reaction turbines, Work done, power, heads and efficiencies of turbines, Pelton wheel, Francis turbine, Kalpan and Propeller turbine, Draft tube, Unit quantities, Specific speed. Pumps: Centrifugal pump- Classification, Work done, heads and efficiencies of centrifugal pump, Minimum starting speed, Multi stage pump; Reciprocating pump- Classification, discharge, work done and power, Indicator diagram, Effect of acceleration and friction on indicator diagram, Air vessels.

FOURTH SEMESTER HYDRAULIC ENGINEERING LAB.

SUB CODE: CE 416L

Total Marks: 50

1. Determination of coefficient of discharge of venturimeter.

2. Determination of Manning’s roughness coefficient.

3. Determination of the sequent depths in hydraulic jump.

4. Experiment on the impact of jet.

5. Reynolds experiment for laminar and turbulent flow.

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FOURTH SEMESTER BUILDING TECHNOLOGY-II

SUB CODE: CE 417 Theory: 100

Sessional: 50 Time: 3 hrs.

Building Planning: Introduction: Basic Information Required for Planning a Building. Urbanisation and Urban Development: Its History, Need for Building Planning in an Urban Environment through Building-Byelaws, Development Control, Zoning Regulations. Basic Principles of Building Planning: Functional Design Aspect, Prospect, Orientation, Ventilation, Lighting, Circulation, Horizontal, and Vertical Transportation - Provision of Lift Escalators Provisions of National Building Code of India for Building Planning. Building By-Laws for Residential and Commenced Buildings GMDA and GMC by Laws Regarding Permissible Area for Construction, Floor area Ratio (FAR) and Floor Space Index (FSI). Building Height and Setback regulation; Procedure for obtaining Permission for Construction. Concept of Green Building, Energy efficient Materials and Design, LEED and GRIHA provisions, Use of Solar Panels in Buildings, Principle of Vastu Shasta. Introduction to Principle of Planning of Building Colony and Townships.

Building Services: Water supply services: Basic requirements of, water supply for residential, Business and other types of buildings, design of water supply systems.

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Sewerage and Drainage services: Basic requirement, layout, construction and maintenance of drains for foul water, surface water and subsoil water and sewage; ancillary works, Introduction to Sewage Treatment work. Electrical Services: Terminology and Introduction, Conventional Symbols , General Requirements, Introduction to Planning of Electrical Installations, Distribution Of Supply and Cabling, Electrical Wiring in Building, Fittings and Accessories, Earthing, Inspection and Testing of Installation, Telecommunication and Other Miscellaneous Services, Lightning Protection Of Buildings Fire and Safety Services: Fire Prevention, Life Safety, Fire Protection devices in Building, Fire extinguisher, Sprinkler systems, Smoke detectors, Fire escape requirements, Fire exit route markings in buildings, Fire door etc. Occupancy-Wise Requirements as per NBC Healing, ventilation and air conditioning services: Introduction to Terminology, Planning Criteria , Mechanical Ventilation (For Non Air Conditioned Areas), Exhaust Fans, Split Air Conditioner, Packaged Air Conditioner, Introduction to Heating Systems in Buildings , Automatic Controls and Building Management System Lift and escalator services: Introduction to various systems, Electric traction lift and Hydraulic lifts, Essential requirements for the installation, operation and maintenance and Inspection of lifts, Passenger lifts, Goods lifts, Hospital lifts, Service lifts and escalators

References: 1. P.C.Varghese, “Building Constructions “, Prentice Hall, 2007 2. Arora, S.P. and Bindra, S.P., “Building Construction”, Dhanpat Rai and Sons, 1997 3. Punmia, B.C., “Building Construction”, Laxmi Publications (P) Ltd., 1993 4. GMDA Building Byelaw 5. GMDA Master Plan 6. National Building Code of India (2005) , BIS

FOURTH SEMESTER BUILDING TECHNOLOGY-II LAB.

SUB CODE: CE 417L Total Marks: 50

Learning objective:

1) Development of Plan, Elevation, Section and schedule of openings from a given line diagram of residential building.

2) Understanding of the power and precision of computer aided drafting. 3) Ability create 2D representations of 3D objects as plan view, elevations and

sections 4) Ability to assemble these drawings in industry standard plan from and produce

plotted hard copies for distributions. 5) Awareness of architectural drafting with a focus on industry standards. 6) General introduction to CAD & Drafting using AUTOCAD or similar tools.

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FIFTH SEMESTER ENGINEERING ECONOMICS

SUB CODE: HU 501 Theory: 100

Sessional: 50 Time: 3 hrs.

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FIFTH SEMESTER DESIGN OF STRUCTURES-I

SUB CODE: CE 512 Theory: 100

Sessional: 50 Time: 3 hrs.

Chapter 1: Introduction to Reinforced Concrete Concrete, Reinforced Cement Concrete, Discussion on Materials, Inspection, Testing and Quality of RC Structures , Characteristic Strength of Concrete and Steel, Concept of Limit state of Collapse and Serviceability Methods of design Objectives of design- RCC- Limit State method- Assumptions- Stress-Strain behavior of Steel and Concrete- Stress block parameters- Working stress method- comparison of Limit state and Working Stress design method. Chapter 2: Design of Singly Reinforced Beams & Doubly Reinforced Beams: Analysis of Cracked and Un-Cracked RC section, Concept of Moment of resistance. Analysis of Singly Reinforced RC Section, Depth of Neutral axis-Balanced-Under Reinforced-Over Reinforced Sections- Limiting Moment - Design parameters- Design examples. Analysis of Doubly Reinforced RC Section- Limiting Moment - Design parameters- Design examples. Chapter 3: Design for Shear, Bond and Torsion Design of Vertical stirrups-Bent-up bars- Limitation, Development length-Design for shear and bond.Discussion on Maximum shear strength of concrete.

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Chapter 4: Design of Flanged Beams Analysis of flanged RC section- T- Beam and L-Beams, Singly and Doubly reinforced-Effective flange width- Limiting Moment - Design examples. Chapter 5: Design of Slabs Design of One and Two way slabs- Effect of edge conditions- Moment of resistance-Torsion reinforcement at corners- Design examples, IS-code method of Slab design. Chapter 6: Design of Columns Design principles of RC columns- Assumptions- Short Column and Long Column, Rectangular and Circular Columns- Helical reinforcement Chapter 7: Design of Footings Analysis and design of Shallow Foundations, Design for Bending- One way shear and Two way shear, Design example of Isolated footing and Combined footing. Chapter 8: Stair case Analysis and Design of dog legged staircase, open newel staircase. Earthquake safety provision of Stair Case as per IS:4326-1993 Reading: 1. IS:456 - 2000 - Plain and Reinforced concrete - Code of practice 2. Design of Reinforced Concrete Structures (Limit State) – A.K.Jain, 1st Edition, Nemchand Brothers, Roorkee. 3. P.C. Verghese, Limit State Design of Reinforced Concrete, PHI 4. Reinforced Concrete Design, S U Pillai& DevdasMenon. Tata McGraw Hill 5. Design of Reinforced Concrete Structures, N. Subramanian, OUP India

FIFTH SEMESTER ENVIRONMENTAL ENGINEERING-I

SUB CODE: CE 513 Theory: 100

Sessional: 50 Time: 3 hrs.

Introduction: water supply system, its objectives and components. Water quantity: various demands of water, population forecasting, factors affecting consumption, variation of demand and its impact and design of water supply system Sources of water: surface and subsurface sources and their characteristics, rain water harvesting, impounding reservoir storage requirements, wells –different types, well components, construction, development and sanitary protection of wells, ground water recharge. Intake works and conveyance of water: River, reservoir and channel intakes, selection of intake, rising main – type of conduits and its joints.

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Water quality: Physical, Chemical and Biological Water quality parameters, sampling method, water quality standards. Treatment of water: Method, purposes, sequence of treatments, aeration, sedimentation – plain and with coagulation, coagulants and their dosage, feeding units, mixing basins and flocculation units, sedimentation tanks and their design, filtration –principle, type of filters, slow and rapid sand filters, pressure, diatomite and multimedia filters. Other treatments of water: Disinfection, necessity of chlorinating- chlorine dose, break point chlorination, feeding units, Ozenisation, hardness and softening of water, lime process, lime and soda ash process, base exchange process, removal of taste and odour, iron and manganese. Distribution system: Service reservoir necessity, types and estimation of capacity, system of supply, continuous and intermittent, distribution system, layout and design of distribution system, equivalent pipe method, Herdy –cross method, method of sections, circle method, maintenance of distribution system, detection of leakage and wastage and their prevention, gates and valves in distribution system. Introduction to air pollution, Noise pollution and solid waste.

FIFTH SEMESTER ENVIRONMENTAL ENGINEERING-I LAB.

SUB CODE: CE 513L Total Marks: 50

Laboratory test for Water-

PH-Value, Conductivity, Alkalinity, Acidity, Total solid, Suspended matter, Hardness,

Chloride, Sulphate, Calcium, Magnesium, Nitrate, Sodium and Potasium., CO2

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FIFTH SEMESTER TRANSPORTATION ENGINEERING-I

SUB CODE: CE 514 Theory: 100

Sessional: 50 Time: 3 hrs.

Introduction: 1 The importance of highway transportation; Highway planning and administration; 20-Year road development plans of India; Modes of transportation-its advantages and limitations; Classification of roads; Road network in India; Recent road development schemes/ activities in India. Highway Alignment/Location and Survey:2 Requirements of an ideal alignment; Factors considered for alignment of a new highway; Engineering surveys-Map study, Reconnaissance, Preliminary surveys, Final location and detailed surveys, Preparation of survey report. Geometric Design:4 Introduction; Elements of geometric design; Dimensions and weight of road vehicles (design vehicle); Terrain classification and design speed; Design of road cross-sectional elements; Sight distances; Gradients; Superelevation; Horizontal and vertical

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alignments- horizontal and vertical curves, circular and transition curves, summit and valley curves; Widening of carriageway on curves; Geometric design standards. Road Making Materials: 6 Tests on aggregate and bituminous binder; I.S. and I.R.C. specifications; Structural evaluation of sub-grade; Strength of soil sub-grade; C.B.R. test; Plate load test. Pavement Design: 10 Types of pavement; General principles of pavement design; Structural components of pavements; Factors to be considered in design. Flexible pavement design methods- Standard methods, Indian Road Congress method of design. Rigid pavement design methods- Standard methods; Indian Road Congress method of design. Traffic Engineering: 14 Highway safety; Traffic studies and analysis; Traffic volume studies and characteristics; Speed and delay studies; Origin-destination studies; Parking studies; Traffic accident studies; Traffic capacity; Traffic control mechanism- Traffic signs and markings; Location of traffic signs; Traffic signals and its classification. Traffic channelization-Islands and its design, Road intersections- intersection at grade and grade separated intersection; Traffic rotary and its design; Traffic segregation; Highway street lighting. DPR Preparation of Road Project.16

FIFTH SEMESTER TRANSPORTATION ENGINEERING-I LAB.

SUB CODE: CE 514L Total Marks: 50

Laboratory Work: -

1. Sieve Analysis

2. Flakiness Index test

3. Elongation Index test

4. Specific Gravity test

5. Water Absorption test

6. Impact test

7. Abrasion test

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8. Crushing strength test

9. Compaction test

10. C.B.R. test.

FIFTH SEMESTER GEOTECHNICAL ENGINEERING-I

SUB CODE: CE 515 Theory: 100

Sessional: 50 Time: 3 hrs.

Soil deposits based on origin, soil map of India, index properties, phase –relationships,

particle size distribution, consistency and plasticity, fabric and structure, sensitivity &

thixotropy, clay minerals – montmorillonite, elite & kaolinite, identification and

classification of soils, classification of rocks, RQD, RMR system.

Effective stress principle, capillarity in soils.

Permeability of soil – Darcy’s law, permeability – laboratory and field determination,

quick condition, permeability of stratified deposits, factors affecting permeability.

Seepage through soils, Laplace equation, flownet –its construction and uses , seepage

through homogeneous earth dam with and without filters .

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Compaction of soils, compaction test, optimum moisture content and zero air void line

field methods of control of compaction, methods of compaction of various types of

deposits in field.

Compressibility and consolidation of soils – introduction to the process of consolidation

(spring analogy), e-p curves, methods of estimating preconsolidation pressure, over

consolidation ratio, Terzaghi’s theory of one dimensional consolidation, consolidation

test and determination of Cv, mv and Cc, primary and secondary consolidation,

compression characteristics of clays and settlement analysis.

Shear strength of soils, stress at a point, Mohr’s stress circle, Mohr- coulomb failure

criteria, definition of stress path, shear testing of soil, direct shear, triaxial, unconfined

compression vane shear, undrained and drained strengths, shear characteristic of sand

normally loaded and over consolidated clays, Skempton’s pore pressure parameters,

choice of test conditions and shear parameters

Stability of slopes:

Finite and infinite slopes, concept of factor of safety, Swedish method, Friction circle

method, Taylor’s stability number & chart, effect of submergence, steady seepage and

sudden drawdown conditions.

FIFTH SEMESTER GEOTECHNICAL ENGINEERING-I LAB.

SUB CODE: CE 515L Total Marks: 50

Laboratory Work: -

1. Liquid Limit test by Cone Penetrometer Apparatus.

2. Liquid Limit test by Casagrande Apparatus.

3. Plastic limit.

4. Sieve analysis.

5. Moisture content by oven dry method.

6. Moisture content by Infrared moisture meter method.

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7. Dry Density by sand replacement method.

8. Dry Density by core cutter method.

9. Direct shear test.

10. Unconfined compression test.

11. Compaction test.

12. Permeability test.

13. Consolidation test.

FIFTH SEMESTER CONCRETE TECHNOLOGY

SUB CODE: CE 516 Theory: 100

Sessional: 50 Time: 3 hrs.

1. Concrete and its Ingredients: i. Cement: Manufacture of Portland Cement, its composition, Hydration of cement, physical and

chemical properties, concept of strength development, Gel Space Ratio, Gel Structure. ii. Testing of Cement for Physical and chemical properties as per BIS specifications.

iii. Different types of cement such as Slag cement, Portland Pozzolona cement and high Alumina cement, their characteristics, composition, use and properties.

iv. Aggregates and testing of Aggregates. Classification, source, physical and mechanical properties, Testing of Aggregates for physical and mechanical properties.

v. Water. 2. Production of Fresh Concrete:

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i. Proportioning of concrete, operations involved in concrete production, Workability, Factors affecting workability, Measurement of workability. Problem of segregation and bleeding and laitance.

ii. Strength of Concrete: Compressive strength and factors affecting it, behaviour of concrete under various stress states, testing of hardened concrete-cube and cylindrical sample, Platen effect, flexure test, stress-strain relation and modulus of elasticity, shrinkage, creep of concrete and its effect.

iii. Durability of Concrete: Corrosion of reinforcing bars, sulphate attack, frost action, deterioration by fire, concrete in seawater, acid attack, and carbonation.

3. Concrete Mix Design: Principle and methods, Statistical Quality control. Concrete Rheology, Maturity concept, IS method for concrete Mix Design.

4. Introduction to special concretes: (a) Admixtures in concrete. (b) Special concrete as lightweight concrete. High Density Concrete, Sulphur impregmented

concrete, Polymer concrete, Lime concrete constituents and uses. (c) High strength concrete. (d) Fibre Reinforced Concrete.

5. Material testing and instrumentation: Destructive vs. Non-Destructive testing, Methods & Principles of NDT. Rebound hammer, USPV, core-

cutting References:

1. Rai Mohan and Jai Singh M.P. “Advances in Building Materials and Construction-CBRI Roorkee”.

2. “Civil Engineering Materials” “Technical Teachers” Training Institute Chandigarh, Tata McGraw Hill Publishing Company Ltd., New Delhi.

3. Spence RJS and Cook DJ-‘Building Materials in Developing Countries’ John Wiley and Sons. 4. Shetty M.S. “Concrete Technology, Theory and Practices”. S. Chand & Company Ltd., New

Delhi. 5. Neville A.M., Properties of Concrete, Pitman Publishing Company. 6. Gambhir M.L. “Concrete Technology”- Tata McGraw Hill Publishing Company Ltd., New Delhi. 7. Gambhir M.L. “Concrete Manual”- Dhanpal Rai & Sons, Delhi.

FIFTH SEMESTER CONCRETE TECHNOLOGY LAB.

SUB CODE: CE 516L Total Marks: 50

Laboratory work:

1. Testing of cement. Standard consistency, setting time (initial and final), fineness, soundness and compressive strength test (3 days, 7 days and 28 days).

2. Testing of Aggregates. (a) Fine aggregate.

Sieve analysis for zoning and fineness modulus (FM), Bulking of sand, Absorption and moisture content, specific gravity.

(b) Coarse aggregate.

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Sieve analysis for grading, absorption and moisture content, specific gravity flakiness index, Elongation index, Impact value, Crushing value and Abrasion value.

3. Compressive strength test of concrete, workability test of fresh concrete. 4. Concrete Mix design by IS method.

SIXTH SEMESTER DESIGN OF STRUCTURES-II

SUB CODE: CE 611 Theory: 100

Sessional: 50 Time: 3 hrs.

Chapter 1: Introduction to Methods of Design Properties of Structural Steel, Corrosion, Fire Protection. Indian Standard Specifications and Sections. General Design Requirements & Design Process. Analysis Procedures & Design Philosophy.Introduction to Limit State Design. Partial safety factor-Load-Load combinations-Classification of Cross sections- Plastic, Compact, Slender Sections, Buckling Class of Sections.IS code provisions. Chapter 2: Design of Connections and Fasteners Connections with Lap Joint and Butt Joint , Single Cover Butt Joint, Double Cover Butt Joint,

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Types of fasteners – Bolted connections, Riveted Connections, Welded Connections, Assumptions- Design examples – Design of Bolted Connections , Design strength of Bolt, Block Shear Failure, Design of Welded connections – Butt weld- Fillet weld – Design examples. Chapter 3: Design of Tension Members Introduction, Plates and Angles as Tension members, Plates with holes as Tension Members, Calculation of Net Area, Yield and Rupture of plates under tension. Angles with holes under Tension. Angles connected through one leg and both legs. Chapter 4: Design of Compression Members Buckling Class of Compression Members. Design Compressive strength- Design Example of Struts in Trusses, Design of Angles connected through one-leg and both legs, Design of Axially Loaded Columns. Design of Built-up columns, Laced and Battenned Columns, Design of Lacing systems and Batten Systems Chapter 5: Design of Beams Classifications of Beam sections , Plastic, Compact, Slender section, Behaviour of Steel Beams, Analysis and design of Laterally restrained and Un-restrained Beams, Design strength in bending , Plastic Section Modulus - Design Examples. Design check for Shear in Beams. Chapter 6: Design of Beam-Column Behaviour of members under combined loading , Shear and Bending – Modes of Failures – beam - Column Connection, Design Examples. Chapter 7 :Design of Column Splices and Column Base Design of Column Splice-Design Examples- Design of Column Base- Slab Base- Gusseted Base- Design Examples. Reading: 1. IS-800-2007. general Construction in Steel , Code of Practice 2. Steel Structures : Design and Practice , N. Subramanian, Oxford University Press 3. Design of Steel Structures, N. Subramanian, Oxford University Press 4. Design of Steel Structures – S. Duggal, McGraw Hill Education (India) Private Limited 5. Design of Steel structures – S. S. Bhavikatti, I.K. International Publishing House Pvt. Ltd 6. Design of Steel Structures - Anand S. Arya , J.L. Ajmani

SIXTH SEMESTER ENVIRONMENTAL ENGINEERING-II

SUB CODE: CE 612 Theory: 100

Sessional: 50 Time: 3 hrs.

Introduction: waste water, method of waste water collection: conservancy and water carriage system, selection of a system. Waste water flow : Quantity of sanitary sewage, infiltration of water, variation in flow and its impact on waste water system, quantity of storm water, rational method, time of concentration, rainfall intensity duration relationship, Empirical formula.

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Waste water collection: Sewerage system, principle of lay out and planning shapes of sewers design of sewers, self cleansing velocity and slopes, construction and testing of sewers line, sewers materials, joints and appurtenances, maintenance of sewerage system. Sewage pumping and its necessity, sewage pumps. Sewage characteristics: Important parameters and their significance. Waste water treatment: Objectives, methods and their sequence and efficiencies, preliminary treatment, primary treatment, secondary treatment (trickling filter, activated sludge process: sludge digestion and disposal). Waste water disposal: Standards of disposal in natural water course and on land, Disposal by dilution, Oxygen sag model, disposal by irrigation, sewage farming, sewage sickness, sewage disposal for independent houses and small communities septic tank and its general features, working principle and design consideration : imhoff tank, oxidation pond, aerated lagoon etc. Elements of ecology: Ecosystem components, energy flow effects of human interference

SIXTH SEMESTER ENVIRONMENTAL ENGINEERING-II LAB.

SUB CODE: CE 612L Total Marks: 50

Laboratory tests for waste water:

DO (Dissolve Oxygen), BOD (Bio-Chemical Oxygen Demand), COD (Chemical Oxygen

Demand).

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SIXTH SEMESTER

TRANSPORTATION ENGINEERING-II SUB CODE: CE 613

Theory: 100 Sessional: 50 Time: 3 hrs.

Railway Engineering:

Permanent way: Rail, sleeper, ballast – their ideal requirements, dimensions, classification and behaviours, wearing of rails, coning of wheels, creep – causes, effects & remedies, Railway surveys – traffic, reconnaissance, preliminary and final location surveys.

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Geometric Design: Gauges, alignment, horizontal curves, super elevation, Gradients and grade compensation, Length of transition curve, cross – sections of permanent way, Geometric requirements for high speeds. Construction of railway track: Stages in construction, methods of plate laying, various fittings and fixtures, points and crossings, Turn – outs and track junctions. Signalling and interlocking: Control of train movements types of signals in stations and yards, principles of interlocking. Resistances to traction: Various resistances, Hauling capacity and Tractive effort, various stresses in Railway Track.

Airport Engineering: Aircraft characteristics: Aeroplane component parts. Airport Planning: Regional planning, Airport selection, Zoning laws, Imaginary surfaces. Airport Layout: Geometric components of an airport and their functions, Typical Airport layouts. Runway Design: Runway orientation, Basic Runway Length, corrections for Elevation, Temperature and Gradient, Runway Geometrics. Taxiway Design: Geometric Design Standards, Turning radius, Exit Taxiways. Structural Design of Airport Pavements: Design factors, Design methods for Flexible and Rigid Pavement, Design of an overlay, special characteristics and Requirements of Airport Drainage.

Tunnel Engineering: Tunnels: Introduction about tunnels, advantages and disadvantages of tunnels compared to open cuts, Criteria for selection of size and shape of tunnels, construction of shaft. Factors affecting methods of tunneling. Driving tunnels in soft ground: General characteristics of soft ground, Different method of driving tunnels in soft ground. Driving tunnels in hard ground: Meaning of the term ‘Faces of Attack’, Mucking, methods of removal of muck. Methods of Ventilation, Lighting and aspects of drainage.

SIXTH SEMESTER

TRANSPORTATION ENGINEERING-II LAB. SUB CODE: CE 613L

Total Marks: 50 Laboratory Work:-

1. Ductility determination.

2. Viscosity determination.

3. Softening Point determination.

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4. Flash and fire point determination.

5. Striping Value determination.

6. Marshal Stability test.

7. Penetration test,

8. Skid Resistance test.

SIXTH SEMESTER GEOTECHNICAL ENGINEERING-II

SUB CODE: CE 614 Theory: 100

Sessional: 50 Time: 3 hrs.

Introduction: Classification of foundation types and principles of selection.

Lateral earth pressure: Earth pressure at rest, Rankine and Columb’s theories for active

and passive states, influence of surcharge, water table, wall friction and deformation on

earth pressure, Culman’s graphical method, point of application.

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Bearing capacity of shallow footings: Requirements for satisfactory action of footings,

Terzaghis theory, factors affecting bearing capacity, influence of eccentric and inclined

loads. Determination of allowable bearing pressure and proportioning of footing on

clay and sand.

Stress distribution computation for immediate and consolidation settlements, limits of

settlement, correction for rigidity and three dimensional consolidation effects,

settlement of foundation in sand and clay, Boussinesque and Westegaard formula and

Newmark’s chart.

Deep foundation: Uses and types of piles, bearing capacity of single pile in clay and

sand, Engineering News and Hiley’s formula, Indian standard pile load test, group

action, negative skin friction, settlement of pile groups.

Piers and caisson foundations, elements of well foundation, depth of well foundation,

list of forces acting on well, remedial measures for shifts and tilts of well, permissible

values.

Introduction to ground improvement techniques including use of geosynthetics.

Soil exploration: Purpose, methods of soil exploration, methods of boring, soil samples

and samplers, penetration and sounding tests, plate load test, geophysical methods,

planning of exploration programme.

Types of machine foundations, modes of vibration of a block foundation, degrees of

freedom of a block foundation, design criteria of a reciprocating machine foundation.

SIXTH SEMESTER QUANTITY SURVEYING

SUB CODE: CE 615 Theory: 100

Sessional: 50 Time: 3 hrs.

Introduction: - Principles of Estimating, Purpose and types of Estimates, Standard methods of measurement. Specifications of work: - Aims of specification, Types, Method of preparation, Detail specification of some important items.

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Rate Analysis: -Purpose importance, Factors affecting Rate Analysis, Labour & Material requirement for important items of work. Schedule of Rates: - Local schedule of Rates, CPWD schedule, Importance of schedule. Schedule of Rates for important item-such as-Earth work, Carriage, Concrete, Brick work, Wood work, Steel work etc. Building Estimate: -Estimate of Single Storied Building (sloped roof & R.C.C.), Preparation of B.O.Q.,Trusses. Road Estimate: - Earthwork Calculation, Estimate for a New Road, Culvert. Basic knowledge of value: -Market value, rent, ground rent secured, unsecured, interest, present value, reversionary value. Rental method of valuation: -Cross rent, net rent, rack rent, security, year’s purchase, annual sinking fund, salary or premium. Land and Building methods of valuations: -Factors affecting value of lands. Buster land, land locked land: -Various methods of valuation of buildings, Depreciation, Comparison of land value by belting, value of leasehold interest.

SIXTH SEMESTER HYDROLOGY & FLOOD MANAGEMENT

SUB CODE: CE 616 Theory: 100

Sessional: 50 Time: 3 hrs.

FIRST HALF: HYDROLOGY

Introduction: Hydrology- definition & scope, hydrologic cycle and its components.

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Precipitation: Forms, type & formation of precipitation, measurement of rainfall, interpretation of rainfall data, estimating missing data, double mass curve, average rainfall over area, DAD analysis, abstraction from precipitation. Runoff and Hydrograph: Runoff components, factor effecting runoff, hydrograph and its components, base flow separation, unit hydrograph– concept, derivation, limitations and use, S- hydrograph and its uses, stream-flow measurement Ground Water hydrology: Occurrence of ground water, soil-water relationship, Aquifers, movement of ground water, Darcy’s law, yield from wells for confined and unconfined aquifers, yield of an open well.

SECOND HALF: FLOOD MANAGEMENT Introduction: Definition, causes and effects of flood; incidence and extent of floods with special reference to North East region, flood damages, Dambreak or Embankment breaching Flood in North East. Flood estimation: Rational, empirical and unit hydrograph methods; design flood, flood frequency analysis – annual series and partial duration series, probability and return period of flood, Gumbel and Log pearson distributions, design flood selection criteria, design storm, probable maximum flood. Flood routing: Definition, storage equation, reservoir routing and channel routing, Hydrologic methods. Flood management: Flood damage mitigation, reduction of peak flood – reservoirs and detention basin; confinement of flow embankment, flood walls, ring bunds; reduction of peak stage – channel improvement, cut – off, Diversion of flood water – emergency flood ways, river diversion, inter basin transfer; flood abatement – watershed management measures, weather modification; flood plain management land use regulations, flood plain zoning, flood proofing, flood insurance; emergency measures. Dams and embankments: Elements of gravity, arch and earth dams, selection of sites, stability analysis, embankments–materials of construction, typical sections, effectiveness and side effects.

SIXTH SEMESTER

SURVEY CAMP SUB CODE: CE 618L

Total Marks: 100

To set out a composite circular- transition- circular

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Approximate mapping of a small area using stepping for linear distance. Traversing with theodolite using tacheometric principle for distance measures and its plotting. Using Plane-tables, locate the important details. Also draw the contour lines using any method. Setting out a route alignment. Demonstration of all available instruments such ad, Automatic level, Microoptic theodolites, Total station and GPS. Theoretical introduction to GIS

SEVENTH SEMESTER THEORY OF STRUCTURES-III

SUB CODE: CE 711 Theory: 100

Sessional: 75 Time: 3 hrs.

Chapter 1: Slope Deflection Method Principle and numerical Example, Analysis of Continuous beam for Sinking support. Chapter 2: Approximate Analysis of Framed Structure

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Moment Distribution Method for analysis of portal frames , Single storey - Multi Bay, Introduction to Kani’s method Chapter 3: Plastic Analysis Static and Kinematic method, Beam, Sway and Combined mechanism for plastic collapse loads of beams, single bay single storey, two storey and two bay two storey portal frames, Gable Mechanism for simple pitch roof frame, deflection at point of collapse. Chapter 4 :Moving Loads and Influence lines Application to determinate structures-Beam, Truss, 3-hinged arch, Suspension Bridges. Muller-Breslau’s Principles: Influence lines for support reactions, bending moment, shear force in propped cantilever, two span continuous beams and for two hinged arch. Chapter 5 : Matrix method of Analysis Principle and numerical Example, Direct Stiffness method, Computer Application to Building Frame& Truss. Reading:

1) Structural Analysis: T S Thandavamoorthy, Oxford University Press 2) Basic Structural Analysis- C S Reddy, McGraw Hill Education (India) Pivate

Limited, New Delhi 3) Theory of Structure- S Ramamrutham, DhanpatRai Publishing Company, New

Delhi 4) Theory of Structure- B C Punmia, Laxmi Publications (P) Ltd. 5) Intermediate Structural Analysis – Wang C.K. ,TataMcGraw Hill Publishers,

2010. 6) Matrix Methods of Structural Analysis , P. N. Godbole , R. S. Sonparote , S. U.

Dhote, Prentice-Hall of India Pvt.Ltd 7) Matrix Analysis of Framed Structures by William Weaver , James M. Gere , CBS

Publishers & Distributors Pvt. Ltd 8) Fundamentals of Limit Analysis Of Structures (A Course In Plastic Analysis Of

Structures), V.K. ManickaSelvam, DhanpatRai Publications

SEVENTH SEMESTER EARTHQUAKE ENGINEERING

SUB CODE: CE 712 Theory: 100

Sessional: 75 Time: 3 hrs.

Chapter 1: Introduction to Seismology

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Earth's Interior and Plate Tectonics, Causes of Earthquakes and Seismic Waves; Measurement of Earthquakes and Measurement parameters; Modification of Earthquake due to Local soil effect; Design earthquake. Chapter2:Structural Systems For Seismic Resistance Structural systems – building configuration, frames, walls, dual systems – response in elevation – plan – influence of structural classification- Concepts of seismic design. Soft Storey and Weak Storey concept Chapter 3:Dynamics for Earthquake Analysis Equations of Motion for SDOF and MDOF Systems; Undamped Free Vibration of SDOF and MDOF Systems; Mode Shapes and Frequencies of MDOF System; Rayleigh Damping Matrix; Eigen Solutions and Modal Analysis of Structures Chapter 4:Method of Analysis: IS: 1893-2002- Seismic Coefficient method- modal analysis- Applications to multi-storied building frames – water tanks – chimneys.Concept of Equivalent Lateral Force for Earthquake;Response Spectrum Analysis, Modal Combination Rules; Response Spectrum Method of Analysis of Structures and Codal Provisions; Introduction to seismic analysis of Hydraulic Structure, Codal Provision. Chapter 5:Earthquake Resistant Construction Earthquake Resistant Design Philosophy; Concept of ductility in structures; ductile detailing requirements;Codal Provisions for ductile detailing (specific reference to IS: 13920-1993). Specific reference to IS: 4326 for Earthquake resistant construction of buildings. Earthquake-resistant features in non-engineered constructions and masonry structures; Introduction to to IS: 13927 and IS: 13928-1993. Chapter 6:Seismic Soil - Structure Interaction: Fundamentals of Seismic Soil‐Structure Interaction; Local Site effects, Soil-structure interaction, Dynamics Properties of Soil, Dynamic Earth Pressure, Introduction to Soil Liquefaction and Liquefaction potential analysis method, Introduction to Ground Improvement Techniques. Chapter 7:Base isolation for earthquake resistant design of structures: Introduction to Base isolation concept, isolation systems and their modeling; References

1. I.S. 1893 - 2002, Criteria for Earthquake Resistance design of Structures. 2. I.S. 1893 - 1984, Criteria for Earthquake Resistance design of Structures. 3. A.K. Chopra, ' Dynamics of Structures' Prentice Hall. 4. PankajAgarwal and Manish Shrikhande, 'Earthquake Resistant Design of Structures', PHI, 2008. 5. Clough R.W. and Penzien J., 'Dynamics of Structures', McGraw-Hill, 6. Newmark N.M. and Rosenblueth E., 'Fundamentals of Earthquake Engg.,' Prentice Hall, 1971. 7. David Key, 'Earthquake Design Practice for Buildings', Thomas Telford, London, 1988. 8. Ellis L. Krinitzsky, J.M. Gould and Peter H. Edinger, 'Fundamentals of Earthquake Resistant

Construction', John Wiley, 1993. 9. S. L. Kramer , 'Geotechnical Earthquake Engineering' , 10. I.S. Codes 4326, 13920, IS: 13927 and IS: 13928-1993.

SEVENTH SEMESTER IRRIGATION & RIVER ENGINEERING

SUB CODE: CE 713 Theory: 100

Sessional: 75 Time: 3 hrs.

Introduction: Definition, aim, irrigation development in India – its status in North East, types of irrigation – irrigation schemes.

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Water requirement of crops: Soil water classifications, field capacity, wilting point, available moisture, Crop seasons, consumptive use – evapotranspiration, measurements, command area, delta, duty, base period kor depth, kor period, irrigation requirements, depth and frequency of irrigation, factors effecting water requirements, principal crops of India. Water application methods: Surface irrigation – various methods, sub surface irrigation – drip irrigation, sprinkler irrigation, advantages and disadvantages of different methods. Flow irrigation: Sources and systems of flow irrigation, irrigation canals – classification, alignment, networks. Inundation canal, canal losses. Lift irrigation:

Types, sources, advantages and disadvantages, well irrigation – comparison with canal irrigation, types and construction of wells; lift canal irrigation, Lifting devices – pumps their selection.

Canal Design: Canal section and bed slope, design of lined and rigid boundary canal; design of alluvial canals – Kennedy’s and Lacey’s Silt theories, their limitations and draw backs, design procedures. Canal Headworks: Layout and components of storage and diversion head works, weirs, barrage and head regulator, silt control devices. Regulation works : Canal falls – necessity, location, various types; regulators, canal outlet and escapes. Cross drainage works: Necessity, types – aqueducts, superpassages, level crossing, selection of suitable types. Second Half: River Engineering Introduction: River course – upper, middle and delta reaches; Himalayan and Peninsular rivers, principal river systems of India Types of rivers: Perennial, flushy and virgin rivers; incised, boulder, flood plain, delta and tidal rivers; aggrading, degrading, meandering and braided rivers. Sediment transport: Sediments – bed load, suspended load and wash load; riverbank erosion, incipient motion, mode of sediment transport – rolling, sliding, saltation and suspension; introduction to theories of sediment transport including Shield’s Theory. Regimes of flow: Definition, description of regimes of flow: plane bed, ripples, dunes, transition and anti dunes; prediction of regimes of flow. River behaviour: Behaviour of rivers in straight reaches and bends, meandering – causes and general features, factors effecting meanderings, cut – off – development and effects, causes of braiding and delta formation. River training: Definition, objectives, classification – high water, low water and mean water river training; river training works – marginal embankment, spurs, guide bank, porkupines, bank pitching and revetment, cut off, pitched island, sills and bottom paneling, bandalling and river training works in Assam.

SEVENTH SEMESTER OPEN CHANNEL FLOW

SUB CODE: CE 714(A) Theory: 100

Sessional: 75 Time: 3 hrs.

Basic Principles:

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Open channel, types and section elements. Classification of flow, basic equations,

velocity co – efficient, pressure distribution, specific force.

Uniform flow in rigid – boundary channels:

Boundary shear, flow over scattered roughness elements, chezy’s equation, Mannig’s

equation, other resistance formulae, equivalent roughness, channel conveyance, section

factor – curves for rectangular and trapezoida channels, flow in a circular channel,

relation between conveyance and depth.

Uniform flow in mobile – boundary channels:

Incipient motion condition, regimes of flow, resistance to flow in alluvial streams.

Design of channels:

Rigid – boundary channels, non scouring erodible boundary channels, alluvial

channels, free board in channels.

Energy Depth Relationship:

Specific energy, critical depth, specific energy curve, critical depth computation, control

section, application of specific energy and critical depth concepts. Channel transitions.

Gradually Varied flow:

Governing equation and its limitations, water surface profiles – classification and

characteristics; flow profiles on mild, steep, critical, horizontal and adverse slopes,

computation of G.V.F. in prismatic and non prismatic channels, by Direct step method

and by numerical method, delivery of channels.

Rapidly Varied Flow Hydraulic jump:

Types of jump, hydraulic jump in horizontal and sloping rectangular channels, location

and length of jump on horizontal floor, forced hydraulic jump, jump in expanding

rectangular channels. Energy loss and application of hydraulic jump.

Channel control and transitions :

Free overfall, sharp crested weirs, flow over spillways, broad – crested weirs, side

weirs, sluice gate, standing wave flume, subcritical flow transitions, supercritical flow

transitions, flow in bends.

Unsteady flow :

Waves and their classification, celerity of a wave, surges, equations of motion,

Introduction to Dam Break Flood, method of characteristics and finite difference.

SEVENTH SEMESTER ADVANCED ENGINEERING GEOSCIENCE

SUB CODE: CE 714(B) Theory: 100

Sessional: 75 Time: 3 hrs.

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Engineering properties of rocks, defects in rocks, engineering classification of rocks. Methods of rock quarrying and rock drilling and their environmental impact. Process of soil formation, soil profile, mineralogy of soils, types of bonds, classification and atomic structure of clay, engineering properties of clay minerals, typical soil deposits of India with special reference to North-East India. Basic concept of land form evaluation. Causes of earthquakes, seismic waves and their mode of propagation, Focus, intensity and magnitude of earthquake, seismic belt, seismic risk, prediction and mitigation of earthquake, recent concept and scope of paleoseismicity in earthquake prediction. Causes and prevention of landslides. Basic concept of Remote Sensing and its application in Civil Engineering field, data analysis and interpretation. Laboratory works: Study of advanced geological maps, bore hole problems, earthquake fault-plane solutions. Structural models.

SEVENTH SEMESTER DISASTER MANAGEMENT

SUB CODE: CE 714(C) Theory: 100

Sessional: 75 Time: 3 hrs.

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1. Introduction:- What is DM – Definition, necessity of studying DM, Basic terms- Hazard, Emergency, Disaster, Risk, Vulnerability & their relationship. Types of vulnerability, Emergency & Disaster situation. Types of disaster – Causes and speed of onset.

2. Disaster Management Cycle- Phase I:- Mitigation:- Introduction- definition of components of DM cycle, Disaster Mitigation- structural, Non structural, Hazard identification & vulnerability analysis and various mitigation strategies.

Phase II:- Preparedness: Different measures- DRR, EOP- Developing & writing the EOP. Phase II & IV:- Response & Recovery: Terminology, Aims of disaster response, Disaster Response Activities, Modern methods of disaster response. Disaster recovery- definition- The recovery plan.

3. Education and Public Awareness:- Necessity & Stake holders roles and

responsibilities- School based programmes.

4. Role of Technology in DM:- Emergency management system- GIS & GPS and RS.

5. Media and Disaster Management:- Introduction, role of media in DM.

6. Physical & Socio Economic Impacts of Disaster:- Types of impacts- physical & social.

7. Common disasters in N.E. Region of India:-

(i) Earthquake: Causes, vulnerability, mitigation, preparedness (ii) Flood: Causes, vulnerability, mitigation, preparedness (iii) Landslide: Causes, vulnerability, mitigation, preparedness

SEVENTH SEMESTER ENVIRONMENTAL IMPACT ASSESSMENT

SUB CODE: CE 714(D) Theory: 100

Sessional: 75 Time: 3 hrs.

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SEVENTH SEMESTER INDUSTRIAL WASTEWATER POLLUTION

SUB CODE: CE 714(E) Theory: 100

Sessional: 75 Time: 3 hrs.

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Industrial Wastewater Pollution Control Industrial wastewater versus municipal wastewater; Effects of industrial wastewater on receiving water bodies and municipal wastewater treatment plant; Bioassay test; Sampling techniques; Stream protection measures; Volume reduction, strength reduction, Neutralization, Equalization, Proportioning; Combined treatment of raw industrial wastewater with domestic sewage; Zero discharge concepts; Removal of specific pollutants in industrial effluents, e.g. oil & grease, phenol, cyanide, toxic organics, heavy metals; Characteristics and treatment of various industrial effluents. Text Books: 1. Nemerow, N. L and Dasgupta, A., Industrial and Hazardous Waste Treatment, Van

Nostarnd Reinhold (New York), 1988. 2. Eckenfelder, W. W., Industrial Water Pollution Control, McGraw-Hill, 2000. 3. Metcalf and Eddy Inc, Wastewater Engineering: Treatment and Reuse, TMH

publication, 4th Edition, 2003. Reference Books: 1. Nemerow, N. L., Zero Pollution for Industry: Waste Minimization through

Industrial Complexes, John Wiley & Sons, 1995. 2. Clesceri, L. S., Greenberg, A. E. and Eaton, A. D., Standard Methods for the

Examination of Water and Wastewater, Washington, D.C., 20th Ed., 1998.

SEVENTH SEMESTER ENGINEERING ECONOMICS

SUB CODE: HU 705 Theory: 100

Sessional: 75 Time: 3 hrs.

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SEVENTH SEMESTER REMOTE SENSING

SUB CODE: CE 715(A) Theory: 100

Sessional: 75 Time: 3 hrs.

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Introduction to remote sensing: Principles, Electromagnetic Radiation. Interaction mechanisms. Ideal and practical remote sensing system. Advantage and Disadvantage of remote sensing over conventional methods. Reference Data Spectral signature. Platform and sensors for remote sensing. Terrestrial and Aerial platforms, space platforms – Landsat, spot. IRS. Characteristics of various sensor photo theodolite, aerial camera, MSS, RBV, TM, HRV and LISS system Radiometers. Characteristics and use of various data product – B& W, coloured and Infrared photographs, photomosaic, orthophotograph, B&W satellite imageries, F.C.C., high-density tapes, CCT Interpretation and analysis of R.S. data: Visual interpretation – interpretation element and key. Interpretation equipments Digital image processing – advantage over visual techniques. Components of image processing system D.I.P. techniques. supervised and unsupervised classification . Application of Remote sensing to Water Resource Development: Fundamental analysis of Landforms, Geomorphology, drainage characteristics, soil type erosional features, Land use, Vegetal cover, pollution studies, Ground water studies, flood plain Mapping, Application to highway planning and engineering. Geophysical information system: Basic concept, components usefulness and application area.

SEVENTH SEMESTER OPTIMIZATION METHODS

SUB CODE: CE 715(B) Theory: 100

Sessional: 75 Time: 3 hrs.

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1. Introduction and Basic Concepts Historical Development; Engineering applications of Optimization; Art of Modeling Objective function; Constraints and Constraint surface; Formulation of design problems as mathematical programming problems Classification of optimization problems Optimization techniques – classical and advanced techniques 2. Optimization using Calculus Stationary points; Functions of single and two variables; Global Optimum Convexity and concavity of functions of one and two variables Optimization of function of one variable and multiple variables; Gradient vectors; Examples Optimization of function of multiple variables subject to equality constraints; Lagrangian function Optimization of function of multiple variables subject to equality constraints; Hessian matrix formulation; Eigen values Kuhn-Tucker Conditions; Examples 3. Linear Programming Standard form of linear programming (LP) problem; Canonical form of LP problem; Assumptions in LP Models; Elementary operations Graphical method for two variable optimization problem; Examples Motivation of simplex method, Simplex algorithm and construction of simplex tableau; Simplex criterion; Minimization versus maximization problems Revised simplex method; Duality in LP; Primal-dual relations; Dual Simplex method; Sensitivity or post optimality analysis 4. Linear Programming Applications Use of software for solving linear optimization problems using graphical and simplex methods Examples for transportation, assignment, water resources, structural and other optimization problems 5. Dynamic Programming Sequential optimization; Representation of multistage decision process; Types of multistage decision problems; Concept of sub optimization and the principle of optimality Recursive equations – Forward and backward recursions; Computational procedure in dynamic programming (DP) Discrete versus continuous dynamic programming; Multiple state variables; curse of dimensionality in DP 6. Dynamic Programming Applications Problem formulation and application in Design of continuous beam and Optimal geometric layout of a truss Water allocation as a sequential process Capacity expansion and Reservoir operation 7. Integer Programming

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Integer linear programming; Concept of cutting plane method Mixed integer programming; Solution algorithms; Examples 8. Advanced Topics in Optimization Piecewise linear approximation of a nonlinear function Multi objective optimization – Weighted and constrained methods; Multi level optimization Direct and indirect search methods Evolutionary algorithms for optimization and search Applications in civil engineering Reference Books:

1. S.S. Rao, "Engineering Optimization: Theory and Practice", New Age International P) Ltd., New Delhi, 2000.

2. G. Hadley, "Linear programming", Narosa Publishing House, New Delhi, 1990. 3. H.A. Taha, "Operations Research: An Introduction", 5th Edition, Macmillan, New York,

1992. 4. K. Deb, "Optimization for Engineering Design-Algorithms and Examples", Prentice-Hall

of India Pvt. Ltd., New Delhi, 1995. 5. K. Srinivasa Raju and D. Nagesh Kumar, "Multicriterion Analysis in Engineering and

Management", PHI Learning Pvt. Ltd., New Delhi, India, ISBN 978-81-203-3976-7, pp.288, 2010.

SEVENTH SEMESTER WATERSHED MANAGEMENT

SUB CODE: CE 715(C) Theory: 100

Sessional: 75 Time: 3 hrs.

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Watershed Basics: Definition and concept, watershed characteristics, codification, geomorphology of watershed, integrated watershed approach, watershed management principles, micro watershed concept, issues for watershed policies Watershed Management Planning: Site selection criteria, bench mark survey, people’s participation concept, project evaluation and monitoring Measures for Watershed Development: Soil and water conservation: mechanical measures, biological measures and drainage line treatment, rainwater harvesting techniques. References:

1. Tideman, E.M., Watershed Management – Guidelines for Indian Conditions, Omega Scientific Publishers, New Delhi, 1996.

2. Allam, Gamal Ibrahim Y., Decision Support System for Integrated Watershed Management, Colorado State University, 1994.

3. American Socy. of Civil Engr., Watershed Management, American Soc. of Civil Engineers, New York, 1975.

4. Black Peter E., Watershed Hydrology, Prentice Hall, London, 1991. 5. Michael A.M., Irrigation Engineering, Vikas Publishing House, 1992. 6. Murty, J.V.S. “Watershed Management”, New Age Intl., New Delhi 1998. 7. Murthy, J.V.S., Watershed Management in India, Wiley Eastern, New Delhi,

1994. 8. Purandare, A.P., Jaiswal A.K., Waterhed Development in India, NIRD,

Hyderabad, 1995. 9. Vir Singh, Raj, Watershed Planning and Management, Yash Publishing House,

Bikaner, 2000.

SEVENTH SEMESTER GROUND IMPROVEMENT TECHNIQUE

SUB CODE: CE 715(D) Theory: 100

Sessional: 75 Time: 3 hrs.

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SEVENTH SEMESTER BRIDGE ENGINEERING

SUB CODE: CE 715(D) Theory: 100

Sessional: 75 Time: 3 hrs.

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Reinforced Concrete Bridges: IRC Loading and impact factors, Design and detailing of slab bridge IRC effective width method, Design and detailing of simply supported T-beam bridge (without footpath) - Pigeaud’s method for design of slab panels and Courbon’s method of lateral distribution of live load in main beams, Design and detailing of single vent rectangular box culvert.

Plan, Elevation and section of reinforced concrete slab, T Beam Bridge and Box Culvert with reinforcement details and bar bending schedule.

Steel Bridges: Introduction to steel bridges - deck and through types of bridges -economical spans - Indian standard broad gauge train loading - impact factor - permissible stresses, Design of railway plate girder - deck type of bridge for broad - gauge main line loading - wind bracing and cross frames - plate bearings, Design of railway through type truss bridge for broad gauge main line loading - design of various members including and post design of connections.

Design of Piers and Abutments.

Reading:

1. Victor D.J - Essentials of bridge Engineering, Oxford and IBH Publishers. 2. Arya and Azmani - Design of steel structures, Nemchand Publishers. 3. I.R.C Codes, Railway bridge rules, Lucknow

SEVENTH SEMESTER INDUSTRIAL TRAINING

SUB CODE: CE 716 Total Marks: 75

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A Six Weeks Practical programs is compulsory. Each student has to undergo a training programme in a relevant field of Civil Engineering in a reputed organization. The student has to prepare a report on the work for which 20 marks are assigned. There shall be one preparation and viva on the work for which 30 marks are assigned.

SEVENTH SEMESTER PROJECT-I

SUB CODE: CE 717 Total Marks: 150

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Under this Course, students of the class will be divided into groups of 2/3/4 students. Each group will be assigned a topic related to Civil Engineering field. The topic may be either experimental or theoretical. The group will work under one or more supervisor(s) from the Department and submit a report on the work. Each student will give a presentation on the project work before a panel of examiners.

EIGHTH SEMESTER DESIGN OF STRUCTURE-III

SUB CODE: CE 811

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Theory: 100 Sessional: 75 Time: 3 hrs.

Chapter 1: Prestressed concrete Concept of Prestressing materials for Prestressed concrete, I.S. specifications; Analysis of Prestress-resultant stress at section, Thrust line, load balancing concept, stress in tendons. Design of simple section. Chapter 2: Retaining walls Principles and analysis of Cantilever and counterfort type retaining wall, Detailed design of different type of retaining walls for Active , Passive Earth Pressure and Surcharge. Chapter 3: Flat Slabs. Analysis and Design of Flat Slabs. Chapter 4: Water Tank Design principles of underground and elevated water tanks, Detailed design of Rectangular and Circular elevated water tanks as per IS 3370, Design of Ring Beam and staging for elevated water tanks, Detailed Design of Intz Tanks, Chapter 5: Design of Plate Girder, Gantry Girder General- Components of Plate Girder- Optimum depth – Bending Strength – Shear Strength – Shear Buckling- Simple Post critical method- Tension Field method- Stiffeners-Bearing- Transverse stiffeners - Design Examples. Chapter 6 : Design of Industrial Steel Structure General- Components of Industrial buildings and introductions, Structural Configuration, Wind zones, Evaluation of Wind Loads on Roofs and Waals, Permeability of Buildings, Exposure, External and Internal pressure co-efficient, Design examples. Concept of Pre-engineered Buiding Reading:

1. IS-800-2007 - General Construction in Steel , Code of Practice 2. IS:456 - 2000 - Plain and Reinforced concrete - Code of practice 3. IS:4326-1993 - Earthquake Resistant Design and Construction of Buildings - Code

of Practice 4. IS: 875(Part3)-1987 - Wind Loads on Buildings and Structures 5. N. Krishna Raju, Advanced Reinforced Concrete Design, CBS Publishers and

Distributors, 2007. 6. Punmia B.C. Ashok Kumar Jain and Arun K. Jain, RCC Designs(Reinforced

Concrete Design), 10th Edition, Lakshmi Publishers, 2006

EIGHTH SEMESTER CONSTRUCTION ENGINEERING & MANAGEMENT

SUB CODE: CE 812

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Theory: 100 Sessional: 75 Time: 3 hrs.

Introduction: Modern construction techniques & equipment, mechanized and automated construction, management of construction projects. Construction equipments and their use: Standard equipments used in practice, special equipments, cost of owning and operating equipments, investment and operating costs, depreciation costs.

• Earthmoving equipment: tractors and attachments, dozers and rippers, scrapers, shovel, dragline, trenching machine, clamshell, hoe, track, dumper, roller, compactor.

• Drilling and blasting equipment; pumping equipment, stone crushing equipment, concrete manufacture, transport, placing and compacting equipment.

• Equipment for moving materials- builder’s hoist, forklift, crane, belt conveyor, cableway, ropeway.

• Demolition: Advanced techniques and sequence for demolition and dismantling of old structures.

• Substructure construction: underwater construction of diaphragm wall and basement, sheet pile construction, shoring fodeep cutting, well points, dewatering equipment for open excavation, piling, tunneling, ground improvement techniques.

• Mechanical construction technology for multistory buildings. Superstructure construction:

• Safety and quality assurance in construction.

• Scaffolding and formwork details for construction.

• Construction Management: typical features of a construction project, phases of a project, agencies involved and their methods of execution.

• Construction planning and scheduling: application of PERT and CPM techniques for construction scheduling.

Books:

EIGHTH SEMESTER INFRASTRUCTURE PLANNING

SUB CODE: CE 813

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Theory: 100 Sessional: 75 Time: 3 hrs.

Introduction: Definitions of infrastructure; Infrastructure planning -Importance of infrastructure planning. Typical infrastructure planning steps; Planning and appraisal of major infrastructure projects; Overview of Infrastructure planning: Introduction to various authorities planning and managing Infrastructure ; Introduction to various projects: Energy - Power, Water Resources –Dams – Bridges - Canals, Urban Infrastructure, Housing, Roads, Railways, Ports, Airports- Social Infrastructure - Education, Health Care. Introduction to MORTH Guide lines for surface transportation project, CWC Guidelines for River valley projects, Case study of NHDP, PMGSY, JNNURM. Introduction to Infrastructure Planning Tools and Techniques: Planning survey techniques; Conducting survey; statistical methods of data analysis; Report presentation. Remote Sensing Data Integration, Landuse/ landcover classification- Urban landuse planning- Site selection for various infrastructure projects- Resource management- Mapping of infrastructure facilities and planning - integration of satellite imageries in GIS , GIS Database For Buildings, Emergency Planning, Internet GIS- Google Earth. Introduction Environmental Impact Assessment (EIA): Impact of infrastructure projects on environment, Methods of EIA – Checklists – Matrices – Networks – Cost-benefit analysis – environmental pricing – Analysis of alternatives - case studies. Procedure for environmental clearance – Environmental guidance for infrastructure projects and river valley projects – Legislations– International cooperation – Guidlines for industrial licensing.

Books:

• J. Parkin and D. Sharma, Infrastructure planning, Thomas Telford, London, 1999.

• P. Chandra, Projects: Planning, analysis, selection, financing, implementation, and review, Tata McGraw-Hill, New Delhi, 2009.

• Narindar Jethi K, “Infrastructure Development In India”, New Century Publications, 2007.

• Chang K T,” Introduction to Geographical Information Systems”, Tata McGraw Hill, 2002

• Canter, R.L., “Environmental Impact assessment”, McGraw Hill Inc., New Delhi, 1996.

• Shukla, S.K. and Srivasava, P.R., “Concepts in Environmental Impact Analysis”, Common Wealth Publishers, New Delhi, 1992.

• Peter Hall, “Urban and Regional Planning”, Taylor and Francis, 2003. WEBSITES: http://infrastructure.gov.in/ http://www.indianinfrastructureobserver.com/ http://www.indiahousing.com/infrastructure-in-india.html http://www.iitk.ac.in/3inetwork/html/reports/IIR2006/iir2006.html http://www.mapsofindia.com/infrastructure/

EIGHTH SEMESTER ADVANCED REINFORCE CONCRETE DESIGN

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SUB CODE: CE 814(A) Theory: 100

Sessional: 75 Time: 3 hrs.

Chapter-1: Design philosophy, modeling of loads, material characteristics. Chapter-2: Design of Beam Curved in Plan. Chapter-3: Design of Plates, Shells & Dams. Chapter-4: Design of reinforced Concrete pile and raft foundation. Chapter-5: Design of Flat slab, Ribbed Chapter-6: Design of Box culvert and circular pipes Chapter-7: Design of Silos, Chapter-8: Design of Bunkers, Chapter-9: Design of Chimneys, Reference Books:

1) Pile foundation by Chellis R.D., Mc Grew Hill Book Co. 2) IS 4998 (Chimney) by A.K. Chopra, Prentice Hall of India. 3) Advanced R.C. Design by N.K. Raju, CBS Publication, Delhi. 4) S.U. Pillai and D. Menon, Reinforced Concrete Design, Tata McGraw-Hill, 3rd

Ed, 1999. 5) N. Subramaniam, Design of Steel Structures, Oxford University Press, 2008. 6) IS 4995 (Silos) 7) IS 2950 (Raft) 8) Sp. 6 (steel)

EIGHTH SEMESTER

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WATER RESOURCES ENGINEERING SUB CODE: CE 814(B)

Theory: 100 Sessional: 75 Time: 3 hrs.

Introduction: - Fields of water resources engineering; problems of water resources engineering, economics in water resources engineering, Social aspects of water resources engineering, planning of water resources projects, the future of water resources engineering. Water resource in North East and its use.

2. Engineering Economy in Water Resources Planning: -

Social importance, steps in an Engineering economy study, discount rate, sunk cost, intangible values, economic life, physical life and period of analysis of a project, cash flow diagram, discounting factors – single payment factors and uniform annual series factors, discounting methods, present worth method, rate of return method, annual cost method, benefit cost ratio method.

3. Cost Allocation: -

Definition, separable cost, joint cost, common cost, method of cost allocation–remaining benefits method and alternative justifiable expenditure method.

4. Planning for Water Resources Development: -

Levels of planning, phases of planning objectives, data required for planning, projections for planning, project formulation, project evaluation, environmental considerations in planning multipurpose project planning, requirement of uses in multipurpose projects, drawbacks in project planning.

5. Reservoir: -

Purpose, physical characteristics of reservoir, storage capacity determination from the site, reservoir site selection, reservoir capacity determination, reservoir sedimentation, trap efficiency, distribution of sediment in a reservoir, useful life of reservoir, reservoir operation and operation rule curves, reservoir yield, economic height of a dam, reservoir working table.

6. River Bank Erosion:-

Causes, anti-erosion measures, design of anti-erosion structures

EIGHTH SEMESTER

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DESIGN OF SUBSTRUCTURE SUB CODE: CE 814(C)

Theory: 100 Sessional: 75 Time: 3 hrs.

Geotechnical and Structural design of shallow foundations (Pre-Requisite): (4 hours) Loads for design, determination of safe bearing capacity & allowable bearing pressure of footings in clay & sand, dimensioning of single isolated footing, considerations for dimensioning of groups of footings for equal settlements – the standard current practices. Structural design of isolated footings, strip footings, combined footings. Raft in clay & sand (12 hours): Types and their suitability, determination of safe bearing capacity & allowable bearing pressure. Structural design of raft by conventional (rigid) method as per IS: code of practice. Pile Foundation (8 hours): Determination of allowable load on single & pile group in clay & sand, fixation of length, diameter, number and spacing of piles, introduction to micro piles. Analysis of Laterally loaded piles by Reese & Matlock approach. Structural design of pile, pile group and pile cap. Sheet Piles (8 hours): Design of cantilever and anchored sheet piles, shoring piles. Elements of Bridge Sub Structure (6 hours): Forces on bridge sub – structure (IRC & IRS specification), well foundation with components only. Structural design of bridge piers, abutment. Earthquake Engineering in Foundation Design(4 hours):Interpretation of IS: Code provisions for design of foundations for buildings, retaining walls, water towers, etc under earthquake loading. Recommended Book: Analysis and Design of Substructures by Swami Saran

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EIGHTH SEMESTER PRESTRESSED CONCRETE DESIGN

SUB CODE: CE 814(D) Theory: 100

Sessional: 75 Time: 3 hrs.

Chapter-1: Principles of prestressing - Materials of prestressing - Systems of prestressing. Chapter-2: Loss of prestress - Deflection of Prestressed Concrete members. Chapter-3: Pre-tensioned and Post-tensioned beams - Design for flexure, bond and shear – IScode provisions - Ultimate flexural and shear strength of prestressed concrete sections - Design of end anchorage zones using IS code method. Chapter-4: Composite beams - Analysis and design. Chapter-5: Partial prestressing - non-prestressed reinforcements. Chapter-6: Analysis of Continuous beams - Cable layout - Linear transformation - Concordant cables. Chapter-7: Design of compression members and tension members. Chapter-8: Circular prestressing - Water tanks -Pipes - Analysis and design - IS Codal provisions. References

1) Lin. T.Y., Burns, N.H., Design of Prestressed Concrete Structures, John Wiley & Sons

2) RajaGopalan N. Prestressed Concrete, Narosa Publishing House, New Delhi, 2002.

3) Krishna Raju, Design of Pre-stressed Concrete Structures 4) ISC-18/21

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EIGHTH SEMESTER

WATER POWER ENGINEERING SUB CODE: CE 815(A)

Theory: 100 Sessional: 75 Time: 3 hrs.

Introduction Water availability on earth, available water and technologically utilizable water, fields of water resources engineering, responsibilities of water resources engineers (estimation of water demands, estimation of water availability, identification of water user, investigation of water quality, investigation of geology, environmental & social acceptability, economic feasibility), planning of water resources projects, hydropower development and potential in India and North East, comparison between hydropower & thermal power. Reservoir Definition, purpose, types, physical characteristics of reservoir, zones of storage in a reservoir, storage capacity determination from the site, reservoir site selection, life storage capacity by mass curve method, reservoir sedimentation, trap efficiency, distribution of sediment in a reservoir, useful life of reservoir, reservoir operation, reservoir sedimentation control, reservoir yield, economic height of a dam, reservoir working table, reservoir operation rule curves, planning data requirement, environmental considerations in planning, project target reliability, compatibility of hydro-power water use. Types of Hydropower Plants: High, medium and low head plants; runoff river plants, storage plants, diversion canal plants, pumped storage plants, tidal power plants; base load and peak load plants; concentrated fall and divided fall developments, components of hydropower schemes, general layout of hydropower plan with all its components, notable hydropower projects in North East, preparation of detailed project report. Estimation of Available Power: Work, Energy and Power, Water energy, Flow and power duration curves, firm power, secondary power, dump power, load distribution –load factor, capacity factor and plant use factor. Power potential study : Nonsequential or flow-duration curve, Sequential stream flow routing (SSR) and Economic analysis. Dams: General, Classification of dams, Selection of site and choice of dams, Gravity dam – forces acting, stability analysis, Embankment dam, Arch dam and Buttress dam. Water Conveyance: Intakes – types, trash rack, control gates; canals, fore bay, tunnels, pipes. Penstock: Design criteria, economic diameter, anchor blocks, water hammer analysis Surge Tanks: Functions, types, design criteria.

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Turbines: Types, functions, characteristics, working principles, Pelton wheel, Francis turbine, Kaplan turbine, Turbine characteristics – specific speed, characteristic curves, selection of type and numbers of turbines; scroll case, draft tubes, governing of turbines. Power House: Components, general layout – surface and underground power houses. Introduction to system analysis definition of system, system modeling, broad system classification, system analysis, optimization model, types of optimization, basic elements of a model, application of optimization in water resources, simulation, types of simulation, necessity of simulation, advantages of simulation, limitations of simulation, components of a simulation model, difficulties in simulation, art of modeling (problem definition, model construction, model solution, model validity, implementation). Reference Books:

1. Hydropower Structures – R.S. Varshney – N. C. Jain, Roorkee 2. Irrigation and Water Power Engineering – M. M. Das & M. D. Saikia – PHI

Learning Pvt. Ltd., New Delhi. 3. Water Power Engineering – M. M. Dandekar & K. N. Sharma – Vikash

Publishing House Pvt. Ltd., Noida, UP.

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EIGHTH SEMESTER

ADVANCED HIGHWAY ENGINEERING SUB CODE: CE 815(B)

Theory: 100 Sessional: 75 Time: 3 hrs.

Geometric Design of Transportation Facilities: Geometric design provisions for various transportation facilities as per AASHTO, IRC and other guidelines; discussion of controls governing geometric design, route layout and selection;Channelisation, mini round-abouts, layout of round-abouts; Inter-changes: major and minor interchanges, entrance and exit ramps, acceleration and deceleration lanes, bicycle and pedestrian facility design; parking layout and design; terminal layout and design. Transportation System and its Management & Planning: Modes of public transportation and application of each to urban travel needs; Transportation Planning Process, Public Transportation Systems Planning, Urban Transportation Systems Planning, Intelligent Transportation Systems, Comparison of transit modes and selection of technology for transit service; Transit planning, Estimating demand in transit planning studies, Functional design and costing of transit routes,; Management and operations of transit systems; Integrated public transport planning; Operational, institutional, and physical integration; Mass Rapid Transit Systems (MRTS) system in India. Pavements Materials :Design of aggregate gradation; Bituminous road binders – penetration grade, emulsions, cut backs and modified binders; Mix design – Marshall method, Stiffness Modulus and Fatigue Performance of Bituminous Mixes ; Design of emulsified mixes, Resilient modulus of pavement materials; Requirements of paving concrete. Pavement Analysis &Design: Philosophy of design of flexible and rigid pavements, Analysis of pavements using different analytical methods, Selection of pavement design input parameters – traffic loading and volume, material characterization, drainage, failure criteria, reliability, Design of flexible and rigid pavements using different methods, Comparison of different pavement design approaches, Design of overlays and drainage system. Highway Construction Practice: Embankment, formation cutting in soil and hard rock, sub grade; Ground improvement; Granular & stabilized sub bases/bases; Bituminous Pavement Construction, Cement Concrete Pavement Construction; Road construction equipments. Highway Evaluation, Rehabilitation and Maintenance: Types of pavement distress, Techniques for functional and structural evaluation of pavements, Pavement rehabilitation techniques, Maintenance of paved and unpaved roads, Overlay design procedures. Design and Construction of Rural Roads: Rural Road Development; Introduction to Rural Road Construction Scheme in India and its Objectives; Classifications of Roads; Importance of Rural Road Connectivity; Planning of Rural Roads Core Network; Preparation of DPR; Specification of Rural Roads; Use of Alternate Materials in Rural Roads; Construction Methods and Techniques Used in Rural Roads; Quality Control in Rural Road Construction Projects; Maintenance of Rural Roads. Traffic Engineering: Traffic information and control systems; Theory of traffic flow - elements of traffic flow theory, Characteristics of uninterrupted traffic, Capacity and LOS of Uninterrupted facilities, Characteristics of interrupted traffic, traffic characteristics at unsignalised intersections, design of signalized intersections, capacity and LOS of signalized intersections, actuated signal control, signal coordination, design of parking, lighting and terminal facilities. Transportation Engineering Lab Experiment List: Tests on Aggregate: Shape Test – Elongation, Flakiness Adhesion with bitumen (Stripping) & Angularity number

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Abrasion property (Los Angeles) Tests on Bitumen: Grade of Bitumen Softening point value Ductile property Viscosity property Tests on Sub-grade Soil: Optimum Moisture Content and Maximum dry density CBR value of Sub-Grade soil Tests on Bituminous mix: Proportion of aggregates to meet desired gradation Field studies: Road Unevenness (Bump Integrator) Demonstration: Preparation of Marshall Mix Design Benkelman beam deflection study Books:

1. C.J. Khisty and B.K. Lall, Transportation Engineering – An Introduction, Prentice Hall of India Pvt. Ltd.

2. L.R. Kadiyali, Traffic Engineering and Transport Planning, Khanna Publishers, New Delhi, 2000. 3. P. Chakroborty and A. Das, Principles of Transportation Engineering, Prentice Hall of India Pvt.

Ltd., 2003. 4. G. E. Gray and L. A. Hoel, Public Transportation, Prentice Hall, New Jersey, 1992. 5. A. G. Correia, Flexible Pavements, A. A. Balkema Publishers, 1996. 6. S. K. Khanna and C. E. G. Justo, Highway Material Testing, New Chand & Bros., 1999. 7. D. Croney, and P. Croney, Design and Performance of Road Pavements, McGraw- Hill, 1998. 8. Yang H. Huang, Pavement Analysis and Design, Pearson Prentice Hall, 2004. 2. Yoder and

Witzech, Pavement Design, McGraw-Hill, 1982. 9. Sharma and Sharma, Principles and Practice of Highway Engg., Asia Publishing House,

1980. 2. Teng, Functional Designing of Pavements, McGraw- Hill, 1980. 10. C. J. Khisty and B. K. Lall, Transportation Engineering: An Introduction, Prentice- Hall India,

2003. 11. P. Chakroborty and A. Das, Principles of Transportation Engineering, Prentice Hall of India Pvt.

Ltd., 2003. 12. K. N. Ramanujam, Rural Transport in India , Mittal Publications, 1993. 13. Geometric Design Standards for Rural (Non-Urban) Highways, IRC: 73-1980. 14. Rural Roads Manual, IRC: SP: 20-2002. for the Design of Flexible Pavements for Low Volume

Rural Roads , IRC: SP: 72-2007.

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EIGHTH SEMESTER HYDRAULIC MACHINES

SUB CODE: CE 815(C) Theory: 100

Sessional: 75 Time: 3 hrs.

Introduction: Energy, work and power; basic principles of fluid flow – continuity

equation, energy equation and momentum equation; angular momentum.

Impact of jets: Application of momentum principles – forces of jets on flat plates and

curved vanes, water wheel, velocity triangle, radially rotating vanes, jet propulsion.

Water turbines: Classification, component parts, working principles, work done,

efficiency, impulse turbine – Pelton wheel; reaction turbine – Francis turbine, Kaplan

turbine, propeller turbine; scroll case, draft tube, governing of turbines.

Performance of Turbines: Turbine characteristics, principles of similarity, performance

curves, selection of turbines – type and number of units.

Centrifugal pumps: Classification, component parts, layout, working principles, work

done, manometric head, efficiencies, pressure increase, minimum starting speed, multi

stage pumps. Vertical turbine pump.

Reciprocating pump: Component parts, types, layout, discharge, slip, indicator diagram

– effects of acceleration and friction, work done, air vessels – its effects, maximum speed

of rotating crank.

Other machines: Hydraulic press, hydraulic jack, accumulations, intensifier, hydraulic

ram, jet pump, air lift pump, aerial flow pump.

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EIGHTH SEMESTER ENVIRONMENTAL GEOTECHNICS

SUB CODE: CE 815(D) Theory: 100

Sessional: 75 Time: 3 hrs.

Environmental Geotechnics - Introduction, Contaminated Land; Source, Production and Classification of Wastes, Environmental Effects on Geotechnical Problems, Soil Pollutant Interactions; Waste Disposal Facilities- Site Selection and Design, Liners, Basic concepts, design and construction liner stability, compatibility, performance, stabilization/ solidification, geotechnical use of Industrial Wastes such as fly ash, Waste Containment Devices. Books: Daniel, D.E. (1993): Geotechnical Practice for Waste Disposal, Chapman and Hall, London. Dutta, S. (2002): Environmental Treatment Technologies for Hazardous and Medical Wastes, Remedial Scope and Efficiency, Tat McGraw Hill. Raju, V. S. Datta, M., Seshadri, V., Agarwal, V.K. and Kumar, V. (1996): Ash Ponds and Ash Disposal Systems, Norosa Publishing House.

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EIGHTH SEMESTER PROJECT-II

SUB CODE: CE 816 Total Marks: 150

Under this Course, students of the class will be divided into groups of 2/3/4 students. Each group will be assigned a topic related to design of Multi Storeyed building/bridge/other Civil Engineering Structures. Each group will work under one or more supervisor(s) from the Department. After completion of the work, the students will submit a report on the project alongwith working drawings and also appear in a viva-voce examination.

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EIGHTH SEMESTER VIVA-VOCE

SUB CODE: CE 817 Total Marks: 75

A final semester viva-voce examination will be held at the end of 8th Semester. The viva-voce will be to assess the student on his/her overall knowledge of the subjects related to Civil Engineering in addition to the project works he/she had undertaken in 7th and 8th Semester.