TY Btech Syllabus-16sept09

DEPARTMENT OF CIVIL ENGINEERING

CURRICULUM STRUCTURE OF THIRD YEAR -B.TECH. Effective from 2009-2010

Semester-V

Sr. No

Course code

Subject Title Contact hours Contact hours

Contact hours

Credits

L T P

01 CE-301 Geotechnical Engineering 3 - - 3 02 CE-302 Surveying-II 3 - - 3 03 CE-303 Structural Mechanics-II 3 - - 3 04 CE-304 Structural Design-I 3 - - 3 05 CE-305 Transportation Engineering-I 3 - - 3 06 CE-306 Engineering Geology 3 - - 3 07 CE-307 Geotechnical Engineering

Laboratory - - 2 1

08 CE-308 Surveying-II Laboratory - - 2 1 09 CE-309 Structural Design-I Laboratory - - 2 1 10 CE-310 Engineering Geology Laboratory - - 2 1 18 0 8 22 Total Contact Hours per week = 26 Total Contact Hours per week = 26

Total Contact Hours per week = 26 Total Contact Hours per week = 26 Total Contact Hours per week = 26 Total Contact Hours per week = 26

Semester-VI

Sr. No

Course code

Subject Title Contact hours Contact hours

Contact hours

Credits

L T P

01 CE-311 Environmental Engineering-I 3 - - 3 02 CE-312 Construction Management 3 - - 3 03 CE-313 Water Resources Engineering-I 3 - - 3 04 CE-314 Foundation Engineering 3 - - 3 05 CE-315 Structural Design-II 3 - - 3 06 Open Elective 3 - - 3 07 CE-316 Environmental Engineering-I

Laboratory - - 2 1

08 CE-317 Construction Management Laboratory

- - 2 1

09 CE-318 Structural Design-II Laboratory - - 2 1 18 - 6 21 Total Contact Hours per week = 24 Total Contact Hours per week =

24 Total Contact Hours per week = 24 Total Contact Hours per week = 24 Total Contact Hours per week = 24 Total Contact Hours per

week = 24 Institute level Elective in Sixth semester will be NM&CA

CE-301 GEOTECHNICAL ENGINEERING

Teaching Scheme Examination Scheme Lectures : 3 hrs/week Mid-Sem – 30, Assignments, Quiz -

20 End-Sem Exam- 50. Objective : Objective : Objective : This is an introductory course about various engineering properties of soil. It introduces various basic concepts in Geotechnical Engineering through theory and series of numerical examples. The course serves as a prerequisite for the Foundation Engineering and Advanced Geotechnical Engineering. This is an introductory course about various engineering properties of soil. It introduces various basic concepts in Geotechnical Engineering through theory and series of numerical examples. The course serves as a prerequisite for the Foundation Engineering and Advanced Geotechnical Engineering. This is an introductory course about various engineering properties of soil. It introduces various basic concepts in Geotechnical Engineering through theory and series of numerical examples. The course serves as a prerequisite for the Foundation Engineering and Advanced Geotechnical Engineering. Unit 1 (07)Properties of Soil Properties of Soil Properties of Soil Introduction to Soil Mechanics, major soil deposits of India such as marine deposits, black cotton soils, lateritic soils, alluvial deposits and desert soils. Three phase soil system, particle size and shape, weight volume relationships, index properties of soil - methods of determination and its significance, I.S. classification of soil, field identification of soils. Soil grain and soil aggregate properties of coarse and fine grained soils. Introduction to Soil Mechanics, major soil deposits of India such as marine deposits, black cotton soils, lateritic soils, alluvial deposits and desert soils. Three phase soil system, particle size and shape, weight volume relationships, index properties of soil - methods of determination and its significance, I.S. classification of soil, field identification of soils. Soil grain and soil aggregate properties of coarse and fine grained soils. Introduction to Soil Mechanics, major soil deposits of India such as marine deposits, black cotton soils, lateritic soils, alluvial deposits and desert soils. Three phase soil system, particle size and shape, weight volume relationships, index properties of soil - methods of determination and its significance, I.S. classification of soil, field identification of soils. Soil grain and soil aggregate properties of coarse and fine grained soils. Unit 2 (07)

Permeability and Seepage Permeability and Seepage Permeability and Seepage Capillary water. Darcy’s law. Factors affecting permeability. Determination of permeability by constant head and falling head method as per IS - 2720, field test as per IS – 5529 (part I)- pumping in test and pumping out test. Permeability of layered soils. Seepage forces. General flow equation. Flow net and its applications, quick sand condition. uplift pressure, exit gradient, failure due to piping. criteria for design of filters. Capillary water. Darcy’s law. Factors affecting permeability. Determination of permeability by constant head and falling head method as per IS - 2720, field test as per IS – 5529 (part I)- pumping in test and pumping out test. Permeability of layered soils. Seepage forces. General flow equation. Flow net and its applications, quick sand condition. uplift pressure, exit gradient, failure due to piping. criteria for design of filters. Capillary water. Darcy’s law. Factors affecting permeability. Determination of permeability by constant head and falling head method as per IS - 2720, field test as per IS – 5529 (part I)- pumping in test and pumping out test. Permeability of layered soils. Seepage forces. General flow equation. Flow net and its applications, quick sand condition. uplift pressure, exit gradient, failure due to piping. criteria for design of filters. Unit 3 (07)Compaction Compaction Compaction Soil compaction phenomenon. Factors affecting compaction. Dry density and moisture content relationship. Zero air voids line. Effect of compaction on soil structure. Standard Proctor test and Modified Proctor test as per IS – 2720. Field compaction equipment and methods. Placement water content. Field control of compaction, compaction of cohesive and non-cohesive soils- relative density. Soil compaction phenomenon. Factors affecting compaction. Dry density and moisture content relationship. Zero air voids line. Effect of compaction on soil structure. Standard Proctor test and Modified Proctor test as per IS – 2720. Field compaction equipment and methods. Placement water content. Field control of compaction, compaction of cohesive and non-cohesive soils- relative density. Soil compaction phenomenon. Factors affecting compaction. Dry density and moisture content relationship. Zero air voids line. Effect of compaction on soil structure. Standard Proctor test and Modified Proctor test as per IS – 2720. Field compaction equipment and methods. Placement water content. Field control of compaction, compaction of cohesive and non-cohesive soils- relative density. Unit 4 (07)Shear Strength of Soil Shear Strength of Soil Shear Strength of Soil Stress strain curve, Mohr circle of stress, Mohr-coulomb failure criteria, pore pressure, total and effective stress. Peak and residual shear strength. Factors affecting shear strength. Laboratory measurement of shear strength by direct, unconfined and triaxial tests under different drainage conditions. Vane shear test. Shear strength characteristics of sand and clay. Sensitivity and thixotropy of cohesive soils. Stress strain curve, Mohr circle of stress, Mohr-coulomb failure criteria, pore pressure, total and effective stress. Peak and residual shear strength. Factors affecting shear strength. Laboratory measurement of shear strength by direct, unconfined and triaxial tests under different drainage conditions. Vane shear test. Shear strength characteristics of sand and clay. Sensitivity and thixotropy of cohesive soils. Stress strain curve, Mohr circle of stress, Mohr-coulomb failure criteria, pore pressure, total and effective stress. Peak and residual shear strength. Factors affecting shear strength. Laboratory measurement of shear strength by direct, unconfined and triaxial tests under different drainage conditions. Vane shear test. Shear strength characteristics of sand and clay. Sensitivity and thixotropy of

cohesive soils. Unit 5 (07)Stress Distribution in Soils Stress Distribution in Soils Stress Distribution in Soils Boussinesq theory- point load, line load, strip load, pressure distribution diagram on a horizontal and vertical plane, pressure bulb, Westergaard's theory, contact pressure, approximate stress distribution method. Boussinesq theory- point load, line load, strip load, pressure distribution diagram on a horizontal and vertical plane, pressure bulb, Westergaard's theory, contact pressure, approximate stress distribution method. Boussinesq theory- point load, line load, strip load, pressure distribution diagram on a horizontal and vertical plane, pressure bulb, Westergaard's theory, contact pressure, approximate stress distribution method. Unit 6 (07)a) Lateral Earth Pressure a) Lateral Earth Pressure a) Lateral Earth Pressure Limit analysis and limit equilibrium methods, effect of wall movement on earth pressure, earth pressure at rest, Rankine’s State of plastic equilibrium, submerged backfill, backfill with uniform surcharge, backfill with sloping surface, Coulomb's theory. b) Stability of Slopes Slope classification, slope failure, modes of failure. Infinite slope in cohesive and cohesionless soil, slope stability analysis using Swidish Slip Circle Method.

Note- More emphasis would be given on basic fundamentals in the course work.

Limit analysis and limit equilibrium methods, effect of wall movement on earth pressure, earth pressure at rest, Rankine’s State of plastic equilibrium, submerged backfill, backfill with uniform surcharge, backfill with sloping surface, Coulomb's theory. b) Stability of Slopes Slope classification, slope failure, modes of failure. Infinite slope in cohesive and cohesionless soil, slope stability analysis using Swidish Slip Circle Method.


Limit analysis and limit equilibrium methods, effect of wall movement on earth pressure, earth pressure at rest, Rankine’s State of plastic equilibrium, submerged backfill, backfill with uniform surcharge, backfill with sloping surface, Coulomb's theory. b) Stability of Slopes Slope classification, slope failure, modes of failure. Infinite slope in cohesive and cohesionless soil, slope stability analysis using Swidish Slip Circle Method.


Text Books Text Books Text Books

· Soil Mechanics and Foundation Engineering- V. N. S. Murthy.31 · Geotechnical Engineering – P Purushothma Raj 0 · Soil Mechanics and Foundation Engineering- B. C. Punmia item under

acquisition · Geotechnical Engineering – Dr. B. J. Kasmalkar 20

Reference Books

· Engineering Properties Of Soils And Their Measurements- Joseph E Bowles. 0 · Soil Mechanics (SI Version), Lambe and Whitman 1 · Geotechnical Engineering Principle and practice- Donald P Coduto, PHI 0 · Basic and Applied Soil Mechanics – Gopal Ranjan and A S Rao 23

· Soil Mechanics and Foundation Engineering- V. N. S. Murthy.31 · Geotechnical Engineering – P Purushothma Raj 0 · Soil Mechanics and Foundation Engineering- B. C. Punmia item under acquisition · Geotechnical Engineering – Dr. B. J. Kasmalkar 20

Reference Books


· Soil Mechanics and Foundation Engineering- V. N. S. Murthy.31 · Geotechnical Engineering – P Purushothma Raj 0 · Soil Mechanics and Foundation Engineering- B. C. Punmia item under acquisition · Geotechnical Engineering – Dr. B. J. Kasmalkar 20

Reference Books


CE-302 SURVEYING-II Teaching Scheme Examination Scheme Lectures : 3 hrs/week Mid-Sem – 30, Assignments, Quiz -

20 End-Sem Exam- 50. Objective : Objective : Objective : This is an advanced course based on SURVEYING-I. It introduces various concepts in Modern Surveying through theory and series of practicals based on theory. This is an advanced course based on SURVEYING-I. It introduces various concepts in Modern Surveying through theory and series of practicals based on theory. This is an advanced course based on SURVEYING-I. It introduces various concepts

in Modern Surveying through theory and series of practicals based on theory. Unit 1 (06)Geodetic Surveying Geodetic Surveying Geodetic Surveying Objects, Methods in Geodetic surveying, Trilateration, Classification of triangulation systems, Triangulation figures, Strength of figure & derivation for well conditioned triangle, Selection of stations, intervisibility & height of stations, Towers signals & their classifications, Phase of signals & their corrections. Satellite stations, Reduction to center. Reduction to mean sea level and extension of base. Objects, Methods in Geodetic surveying, Trilateration, Classification of triangulation systems, Triangulation figures, Strength of figure & derivation for well conditioned triangle, Selection of stations, intervisibility & height of stations, Towers signals & their classifications, Phase of signals & their corrections. Satellite stations, Reduction to center. Reduction to mean sea level and extension of base. Objects, Methods in Geodetic surveying, Trilateration, Classification of triangulation systems, Triangulation figures, Strength of figure & derivation for well conditioned triangle, Selection of stations, intervisibility & height of stations, Towers signals & their classifications, Phase of signals & their corrections. Satellite stations, Reduction to center. Reduction to mean sea level and extension of base. Unit 2 (06)Triangulation Adjustment Triangulation Adjustment Triangulation Adjustment Kinds of errors, Laws of weights, Determination of Most probable values [MPV] of conditioned and independent quantities, Method of least squares, probable error and its determination, Distribution of error to the field measurement. Normal equation, Method of correlates, station adjustment and figure adjustment of Geodetic triangle [without central station] and Geodetic Quadrilateral [without central station], Spherical triangle, calculations of spherical excess and sides of spherical triangle. Kinds of errors, Laws of weights, Determination of Most probable values [MPV] of conditioned and independent quantities, Method of least squares, probable error and its determination, Distribution of error to the field measurement. Normal equation, Method of correlates, station adjustment and figure adjustment of Geodetic triangle [without central station] and Geodetic Quadrilateral [without central station], Spherical triangle, calculations of spherical excess and sides of spherical triangle. Kinds of errors, Laws of weights, Determination of Most probable values [MPV] of conditioned and independent quantities, Method of least squares, probable error and its determination, Distribution of error to the field measurement. Normal equation, Method of correlates, station adjustment and figure adjustment of Geodetic triangle [without central station] and Geodetic Quadrilateral [without central station], Spherical triangle, calculations of spherical excess and sides of spherical triangle. Unit 3 (06)Hydrographic Surveying Hydrographic Surveying Hydrographic Surveying Objects, Establishing controls, Shoreline survey, soundings, Equipments for measuring soundings and method of locating soundings, Reduction of soundings, Plotting of soundings, Three point problem and its solution by Analytical and Graphical methods. Tides and tide gauges, Nautical sextant and its use. Objects, Establishing controls, Shoreline survey, soundings, Equipments for measuring soundings and method of locating soundings, Reduction of soundings, Plotting of soundings, Three point problem and its solution by Analytical and Graphical methods. Tides and tide gauges, Nautical sextant and its use. Objects, Establishing controls, Shoreline survey, soundings, Equipments for measuring soundings and method of locating soundings, Reduction of soundings, Plotting of soundings, Three point problem and its solution by Analytical and Graphical methods. Tides and tide gauges, Nautical sextant and its use.

Unit 4 (08)Remote Sensing Remote Sensing Remote Sensing Basic principles, Electromagnetic spectrum, Interaction mechanism and image formation, Classification of remote sensing systems, platforms for sensing different types of data products, Applications to Civil Engineering, concept of global positioning systems [GPS] and differential GPS. Basic principles, Electromagnetic spectrum, Interaction mechanism and image formation, Classification of remote sensing systems, platforms for sensing different types of data products, Applications to Civil Engineering, concept of global positioning systems [GPS] and differential GPS. Basic principles, Electromagnetic spectrum, Interaction mechanism and image formation, Classification of remote sensing systems, platforms for sensing different types of data products, Applications to Civil Engineering, concept of global positioning systems [GPS] and differential GPS. Unit 5 (06)Aerial Photogrammetry Aerial Photogrammetry Aerial Photogrammetry Objects, Applications to various fields, Aerial camera, Comparison of map & vertical photograph, Vertical tilted and oblique photographs, scale of vertical photograph, computation of length and height from the photograph, Relief displacement on vertical photograph. Mirror Stereoscope, Flight planning, Ground control, Radial line method, parallax equation, Mosaics, Photo interpretation. Objects, Applications to various fields, Aerial camera, Comparison of map & vertical photograph, Vertical tilted and oblique photographs, scale of vertical photograph, computation of length and height from the photograph, Relief displacement on vertical photograph. Mirror Stereoscope, Flight planning, Ground control, Radial line method, parallax equation, Mosaics, Photo interpretation. Objects, Applications to various fields, Aerial camera, Comparison of map & vertical photograph, Vertical tilted and oblique photographs, scale of vertical photograph, computation of length and height from the photograph, Relief displacement on vertical photograph. Mirror Stereoscope, Flight planning, Ground control, Radial line method, parallax equation, Mosaics, Photo interpretation. Unit 6 (06)Modern Surveying Instruments Modern Surveying Instruments Modern Surveying Instruments Electromagnetic waves and their properties, phase, phase comparison, Modulation, Types of Electromagnetic Distance Meters [E.D.M.]–Geodimeter, Tellurometer, Distomat. Total Station and its uses. Electromagnetic waves and their properties, phase, phase comparison, Modulation, Types of Electromagnetic Distance Meters [E.D.M.]–Geodimeter, Tellurometer, Distomat. Total Station and its uses. Electromagnetic waves and their properties, phase, phase comparison, Modulation, Types of Electromagnetic Distance Meters [E.D.M.]–Geodimeter, Tellurometer, Distomat. Total Station and its uses.

Text Books Text Books Text Books · Surveying and Leveling Vol. II , T.P.Kanetkar & S.V.Kulkarni, · Surveying Vol. II & III, Dr. B.C.Punmia · Text book in Surveying Vol. II & II, Dr. K.R.Arora

Reference Books

· Surveying for Engineer, J. Uren and W.F.Price, McMillan Publication · Introduction to Surveying, By Anderson, McGraw Hill Publication · Elements of Photogrammetry, Paul R Wolf, McGraw Hill Publication · Remote Sensing in Civil Engineering, J.M.Kennie and M.C.Matthews. · Surveying and Leveling Vol. II , T.P.Kanetkar & S.V.Kulkarni, · Surveying Vol. II & III, Dr. B.C.Punmia · Text book in Surveying Vol. II & II, Dr. K.R.Arora

Reference Books

· Surveying for Engineer, J. Uren and W.F.Price, McMillan Publication · Introduction to Surveying, By Anderson, McGraw Hill Publication · Elements of Photogrammetry, Paul R Wolf, McGraw Hill Publication · Remote Sensing in Civil Engineering, J.M.Kennie and M.C.Matthews. · Surveying and Leveling Vol. II , T.P.Kanetkar & S.V.Kulkarni, · Surveying Vol. II & III, Dr. B.C.Punmia · Text book in Surveying Vol. II & II, Dr. K.R.Arora

Reference Books

· Surveying for Engineer, J. Uren and W.F.Price, McMillan Publication · Introduction to Surveying, By Anderson, McGraw Hill Publication · Elements of Photogrammetry, Paul R Wolf, McGraw Hill Publication · Remote Sensing in Civil Engineering, J.M.Kennie and M.C.Matthews.

CE-303 STRUCTURAL MECHANICS – II Teaching Scheme Examination Scheme Lectures : 3 hrs/week Mid-Sem – 30, Assignments, Quiz -20 Tutorial : 1hr/week End-Sem Exam- 50. Objective : Objective : Objective : This is an introductory advanced course based on Structural Mechanics-I. It introduces various basic concepts in Structural Mechanics through theory and series of numerical examples. The course serves as a prerequisite for the advanced courses in structural analysis.

This is an introductory advanced course based on Structural Mechanics-I. It introduces various basic concepts in Structural Mechanics through theory and series of numerical examples. The course serves as a prerequisite for the advanced courses in structural analysis. This is an introductory advanced course based on Structural Mechanics-I. It introduces various basic concepts in Structural Mechanics through theory and series of numerical examples. The course serves as a prerequisite for the advanced courses in structural analysis. Unit 1 (07)Analysis of indeterminate Structures by Displacement MethodsA) Slope deflection method Analysis of indeterminate Structures by Displacement MethodsA) Slope deflection method Analysis of indeterminate Structures by Displacement MethodsA) Slope deflection method B) Moment distribution method Applications to non sway and sway frames B) Moment distribution method Applications to non sway and sway frames B) Moment distribution method Applications to non sway and sway frames Unit 2 (07)Flexibility method of analysis: Matrix Formulation, Application to beams, pin-jointed plane trusses, and rectangular plane frames. Flexibility method of analysis: Matrix Formulation, Application to beams, pin-jointed plane trusses, and rectangular plane frames. Flexibility method of analysis: Matrix Formulation, Application to beams, pin-jointed plane trusses, and rectangular plane frames. Unit 3 (07)Stiffness methods of analysis: Formulation of stiffness matrix. Applications to beams, pin-jointed plane trusses and rigid jointed rectangular plane frames. Stiffness methods of analysis: Formulation of stiffness matrix. Applications to beams, pin-jointed plane trusses and rigid jointed rectangular plane frames. Stiffness methods of analysis: Formulation of stiffness matrix. Applications to beams, pin-jointed plane trusses and rigid jointed rectangular plane frames. Unit 4 (07)Arches – Linear, Parabolic arch. Three hinged and two hinged arches, Influence Lines Arches – Linear, Parabolic arch. Three hinged and two hinged arches, Influence Lines Arches – Linear, Parabolic arch. Three hinged and two hinged arches, Influence Lines Unit 5 (07)Finite difference method – Backward, central, forward differences, application to deflection of beams, column buckling. Finite difference method – Backward, central, forward differences, application to deflection of beams, column buckling. Finite difference method – Backward, central, forward differences, application to deflection of beams, column buckling. Unit 6 (07)Approximate methods of analysis of multistoried, multi bay rigid jointed frames. Approximate methods of analysis of multistoried, multi bay rigid jointed frames. Approximate methods of analysis of multistoried, multi bay rigid jointed frames. (i) Portal method (ii) Cantilever method (i) Portal method (ii) Cantilever method (i) Portal method (ii) Cantilever method References References References

v Matrix Methods of Structural Analysis: Pandit-Gupta v Theory of Elasticity: S. P. Timoshenko v Finite Element Analysis: R. D. Cook v Finite Element Analysis: C. S. KrishnaMurthy v Numerical Methods: N. Krishna Raju. v Theory of Structures by Pandit and Gupta, Tata McGraw Hill Publication v Matrix Methods of Structural Analysis: Pandit-Gupta v Theory of Elasticity: S. P. Timoshenko v Finite Element Analysis: R. D. Cook v Finite Element Analysis: C. S. KrishnaMurthy v Numerical Methods: N. Krishna Raju. v Theory of Structures by Pandit and Gupta, Tata McGraw Hill Publication v Matrix Methods of Structural Analysis: Pandit-Gupta v Theory of Elasticity: S. P. Timoshenko v Finite Element Analysis: R. D. Cook v Finite Element Analysis: C. S. KrishnaMurthy v Numerical Methods: N. Krishna Raju. v Theory of Structures by Pandit and Gupta, Tata McGraw Hill Publication

CE-304 STRUCTURAL DESIGN – I


20 End-Sem Exam- 50. Objective : Objective : Objective : Unit 1 (06)

Introduction to structural design, Structural systems, Roll of the designer, Advantages of steel as a structural material, Types of structural steel, Mechanical properties of steel, various rolled steel sections (including cold-formed sections, structural pipe (tubes) sections and their properties. Codes and specifications. Design philosophies, Limit state method. Introduction to structural design, Structural systems, Roll of the designer, Advantages of steel as a structural material, Types of structural steel, Mechanical properties of steel, various rolled steel sections (including cold-formed sections, structural pipe (tubes) sections and their properties. Codes and specifications. Design philosophies, Limit state method. Introduction to structural design, Structural systems, Roll of the designer, Advantages of steel as a structural material, Types of structural steel, Mechanical properties of steel, various rolled steel sections (including cold-formed sections, structural pipe (tubes) sections and their properties. Codes and specifications. Design philosophies, Limit state method.

Unit 2 (06)i) Bolted connections: Behavior of bolted joints. Design strength of ordinary black bolts, Design strength of ordinary black bolts, Design of simple connections, Beam to beam, beam to column, framed connections. i) Bolted connections: Behavior of bolted joints. Design strength of ordinary black bolts, Design strength of ordinary black bolts, Design of simple connections, Beam to beam, beam to column, framed connections. i) Bolted connections: Behavior of bolted joints. Design strength of ordinary black bolts, Design strength of ordinary black bolts, Design of simple connections, Beam to beam, beam to column, framed connections. ii) Welded connections: Types and properties of welds, Types of joints, Effective areas of welds, Design of simple connections, Beam to beam, beam to column, framed connections. ii) Welded connections: Types and properties of welds, Types of joints, Effective areas of welds, Design of simple connections, Beam to beam, beam to column, framed connections. ii) Welded connections: Types and properties of welds, Types of joints, Effective areas of welds, Design of simple connections, Beam to beam, beam to column, framed connections.

Unit 3 (06)Design of Tension members: Types of tension members, Slenderness ratio, Behavior of tension members, Modes of failure, Design of angle sections for tension. Design of Tension members: Types of tension members, Slenderness ratio, Behavior of tension members, Modes of failure, Design of angle sections for tension. Design of Tension members: Types of tension members, Slenderness ratio, Behavior of tension members, Modes of failure, Design of angle sections for tension. Unit 4 (06)Design of Compression Members: Behavior of compression members, Modes of failure, Classification of cross section, Effective length of compression members, Design strength, Compression members in trusses, Design of columns subjected to axial loads, Laced and Battened columns. Column bases: Slab base and Gusseted base. Design of Compression Members: Behavior of compression members, Modes of failure, Classification of cross section, Effective length of compression members, Design strength, Compression members in trusses, Design of columns subjected to axial loads, Laced and Battened columns. Column bases: Slab base and Gusseted base. Design of Compression Members: Behavior of compression members, Modes of failure, Classification of cross section, Effective length of compression members, Design strength, Compression members in trusses, Design of columns subjected to axial loads, Laced and Battened columns. Column bases: Slab base and Gusseted base. Unit 5 (08)Plastic theory: Plastic hinge concept, Plastic collapse load, Plastic moment, Shape factor, Plastic section modulus. Plastic theory: Plastic hinge concept, Plastic collapse load, Plastic moment, Shape factor, Plastic section modulus. Plastic theory: Plastic hinge concept, Plastic collapse load, Plastic moment, Shape factor, Plastic section modulus. Design of beams: Laterally restrained and unrestrained simply-supported beams. Design of compound beams. Curtailment of flange plates. Design of beams: Laterally restrained and unrestrained simply-supported beams. Design of compound beams. Curtailment of flange plates. Design of beams: Laterally restrained and unrestrained simply-supported beams. Design of compound beams. Curtailment of flange plates.

Unit 6 (08)Design of Roofing for an industrial building: Roofing materials, Types of trusses, Loading on roof trusses, Analysis of trusses, Design of various members of roof trusses, Design concept of Foot-over Bridge. Design of Roofing for an industrial building: Roofing materials, Types of trusses, Loading on roof trusses, Analysis of trusses, Design of various members of roof trusses, Design concept of Foot-over Bridge. Design of Roofing for an industrial building: Roofing materials, Types of trusses, Loading on roof trusses, Analysis of trusses, Design of various members of roof trusses, Design concept of Foot-over Bridge.

Text Books Text Books Text Books · N. Subramanian – Design of Steel Structures – Oxford University Press.

· N. Subramanian – Design of Steel Structures – Oxford University Press.

· N. Subramanian – Design of Steel Structures – Oxford University Press.

CE -305 TRANSPORTATION ENGINEERING - I Teaching Scheme Examination Scheme Lectures : 3 hrs/week Mid-Sem – 30, Assignments, Quiz -

20 End-Sem Exam- 50. Objective : Objective : Objective : This is an introductory course in Transportation Engineering. It introduces various basic concepts in need and application of Transportation Engineering through theory and series of numerical examples. This is an introductory course in Transportation Engineering. It introduces various basic concepts in need and application of Transportation Engineering through theory and series of numerical examples. This is an introductory course in Transportation Engineering. It introduces various basic concepts in need and application of Transportation Engineering through theory and series of numerical examples.

Railway Engineering

Unit 1 (04)Introduction Introduction Introduction History of Indian Railways, Component parts of railway track, recent development in railways specifically w.r.t. track structure, Organizational structure of Indian railways, railway lines classification based on speeds such as A,B,C,D,E,Q,R and S routes. Permanent way Component Parts Types of rail sections, Coning of wheels, Rail creep, Rail defects, Rail joints, welding of rails, short welded rail (SWR), long welded rail (LWR) & continuously welded rail (CWR), sleepers requirement, Sleeper density, spacing, and types, Rail fittings, Elastic fastenings, bearing plates, anti-creep devices, check and guard rails, Ballast requirements and specification, Formation, Different cross sections of Track in cutting & embankment, suitability of drainage.

History of Indian Railways, Component parts of railway track, recent development in railways specifically w.r.t. track structure, Organizational structure of Indian railways, railway lines classification based on speeds such as A,B,C,D,E,Q,R and S routes. Permanent way Component Parts Types of rail sections, Coning of wheels, Rail creep, Rail defects, Rail joints, welding of rails, short welded rail (SWR), long welded rail (LWR) & continuously welded rail (CWR), sleepers requirement, Sleeper density, spacing, and types, Rail fittings, Elastic fastenings, bearing plates, anti-creep devices, check and guard rails, Ballast requirements and specification, Formation, Different cross sections of Track in cutting & embankment, suitability of drainage. History of Indian Railways, Component parts of railway track, recent development in railways specifically w.r.t. track structure, Organizational structure of Indian railways, railway lines classification based on speeds such as A,B,C,D,E,Q,R and S routes. Permanent way Component Parts Types of rail sections, Coning of wheels, Rail creep, Rail defects, Rail joints, welding of rails, short welded rail (SWR), long welded rail (LWR) & continuously welded rail (CWR), sleepers requirement, Sleeper density, spacing, and types, Rail fittings, Elastic fastenings, bearing plates, anti-creep devices, check and guard rails, Ballast requirements and specification, Formation, Different cross sections of Track in cutting & embankment, suitability of drainage. Unit 2 (04)Geometric Design Geometric Design Geometric Design Necessity, types of Gradients, curves, Grade Compensation on curves, Alignment, Super elevation, Equilibrium cant; & cant deficiency, speed on curves, safe speed on curves using Indian railway formula only for fully transitioned curves. gauge widening. Points, crossing and turnouts Functions, various types of track junction & their configurations, Listing of types of Turnouts. Signaling & Interlocking Objects, classification, control of train movements and monitoring, types of signals, principal of interlocking, Modernization in Railways and railway tracks, High speed tracks. Necessity, types of Gradients, curves, Grade Compensation on curves, Alignment, Super elevation, Equilibrium cant; & cant deficiency, speed on curves, safe speed on curves using Indian railway formula only for fully transitioned curves. gauge widening. Points, crossing and turnouts Functions, various types of track junction & their configurations, Listing of types of Turnouts. Signaling & Interlocking Objects, classification, control of train movements and monitoring, types of signals, principal of interlocking, Modernization in Railways and railway tracks, High speed tracks. Necessity, types of Gradients, curves, Grade Compensation on curves, Alignment, Super elevation, Equilibrium cant; & cant deficiency, speed on curves, safe speed on curves using Indian railway formula only for fully transitioned curves. gauge widening. Points, crossing and turnouts Functions, various types of track junction & their configurations, Listing of types of Turnouts. Signaling & Interlocking Objects, classification, control of train movements and monitoring, types of signals, principal of interlocking, Modernization in Railways and railway tracks, High speed tracks.

Tunneling

Unit 3 (10)General Introduction about Tunnels General Introduction about Tunnels General Introduction about Tunnels Advantages and disadvantages of tunnel with respect to open cuts. Geotechnical Exploration for tunnels and its importance. Tunnel surveying Surface surveys, Transferring centerline, Setting out and Transfer of Levels. Underground. Criteria for Selection of size and shape of tunnels, Factors affecting the methods of Tunneling. Driving Tunnels in Soft ground General, Characteristics of soft ground, Needle beam method, and 'NATM' method of Tunneling Advantages and disadvantages of tunnel with respect to open cuts. Geotechnical Exploration for tunnels and its importance. Tunnel surveying Surface surveys, Transferring centerline, Setting out and Transfer of Levels. Underground. Criteria for Selection of size and shape of tunnels, Factors affecting the methods of Tunneling. Driving Tunnels in Soft ground General, Characteristics of soft ground, Needle beam method, and 'NATM' method of Tunneling Advantages and disadvantages of tunnel with respect to open cuts. Geotechnical Exploration for tunnels and its importance. Tunnel surveying Surface surveys, Transferring centerline, Setting out and Transfer of Levels. Underground. Criteria for Selection of size and shape of tunnels, Factors affecting the methods of Tunneling. Driving Tunnels in Soft ground General, Characteristics of soft ground, Needle beam method, and 'NATM' method of Tunneling Unit 4 (10)Driving tunnels in hard ground Driving tunnels in hard ground Driving tunnels in hard ground

Sequence of operation and typical distribution of time for each operations, Meaning of the term

'Faces of Attack', Drill blast method of tunneling for hard strata, Different patterns of drilling.

Blasting and explosives

Meaning of the terms, types of explosives, method of blasting in brief.

Ventilation

Meaning of the term, requirements a ventilating system, Methods of ventilation with advantages and disadvantages. Lighting and aspects of drainage in brief. Method of supporting roof consisting of shot creating. Cement grouting, rock bolting, Cast in-situ and precast lining. Sequence of operation and typical distribution of time for each operations, Meaning of the term

'Faces of Attack', Drill blast method of tunneling for hard strata, Different patterns

of drilling.



Ventilation

Meaning of the term, requirements a ventilating system, Methods of ventilation with advantages and disadvantages. Lighting and aspects of drainage in brief. Method of supporting roof consisting of shot creating. Cement grouting, rock bolting, Cast in-situ and precast lining. Sequence of operation and typical distribution of time for each operations, Meaning of the term

'Faces of Attack', Drill blast method of tunneling for hard strata, Different patterns of drilling.



Ventilation

Meaning of the term, requirements a ventilating system, Methods of ventilation with advantages and disadvantages. Lighting and aspects of drainage in brief. Method of supporting roof consisting of shot creating. Cement grouting, rock bolting, Cast in-situ and precast lining.

Docks and Harbour

Unit 5 (07)Introduction, Definition of the terms associated with docks and harbour, Requirements of harbour and port, classification of harbours with examples. Factors affecting Factors affecting growth of port, Major Ports in India and abroad, Planning a Port, Selection of ideal location of harbour, Introduction to dredging Introduction, Definition of the terms associated with docks and harbour, Requirements of harbour and port, classification of harbours with examples. Factors affecting Factors affecting growth of port, Major Ports in India and abroad, Planning a Port, Selection of ideal location of harbour, Introduction to dredging Introduction, Definition of the terms associated with docks and harbour, Requirements of harbour and port, classification of harbours with examples. Factors affecting Factors affecting growth of port, Major Ports in India and abroad, Planning a Port, Selection of ideal location of harbour, Introduction to dredging Unit 6 (07)Breakwater and materials of construction for breakwater, Introduction to design of break waters, Dock, Bulkhead and Sea Walls, Design Considerations and Construction Materials, Revetments, Water front structures, Wharves, Jetty, Dolphins, Different types of dock fenders, Uses of wet docks and Dry/ Repair docks. Port facilities, Transit sheds and warehouses. Breakwater and materials of construction for breakwater, Introduction to design of break waters, Dock, Bulkhead and Sea Walls, Design Considerations and Construction Materials, Revetments, Water front structures, Wharves, Jetty, Dolphins, Different types of dock fenders, Uses of wet docks and Dry/ Repair docks. Port facilities, Transit sheds and warehouses. Breakwater and materials of construction for breakwater, Introduction to design of break waters, Dock, Bulkhead and Sea Walls, Design Considerations and Construction Materials, Revetments, Water front structures,

Wharves, Jetty, Dolphins, Different types of dock fenders, Uses of wet docks and Dry/ Repair docks. Port facilities, Transit sheds and warehouses. Text Books Text Books Text Books

· Docks and Harbour Quinn , McGraw Hill

· Tunnel Engineering - Subhash C. Saxena - Dhanpat Rai & Sons - New Delhi.

· A Textbook of Railway Engineering - S.C. Saxena, Arora- Dhanpat Rai & Sons, Delhi.

Reference Books

· Railways Track Engineering - J.S. Mundrey, Tata Mcgraw Hill, New Delhi.

· Principals of Railway Engineering - S.C. Rangawala - Charotkar Publishing House.

· Transportation Engineering Volume 1 - V.N. Vazirani and S.P. Chandola.

· Tunnels and Elements of Docks and Harbours - G. V. Murthy.

· Coaster Engineering Manuals Volume I and II, US Army Corps of Engineers, Vicksburg

· Tunnel Engineering by S. C. Saxena




Reference Books





· Coaster Engineering Manuals Volume I and II, US Army Corps of Engineers,

Vicksburg





Reference Books





· Coaster Engineering Manuals Volume I and II, US Army Corps of Engineers, Vicksburg


CE -306 ENGINEERING GEOLOGY


20 End-Sem Exam- 50. Objective : Objective : Objective : The course aims to introduce students the subject of Geology as applied to Engineering, ensuring strong foundation of basic Geology as applicable in field for making its effective use in Civil Engineering projects. The course aims to introduce students the subject of Geology as applied to Engineering, ensuring strong foundation of basic Geology as applicable in field for making its effective use in Civil Engineering projects. The course aims to introduce students the subject of Geology as applied to Engineering, ensuring strong foundation of basic Geology as applicable in field for making its effective use in Civil Engineering projects.

Unit 1 (08)General Geology & Petrology : General Geology & Petrology : General Geology & Petrology :

Introduction, Object, Scope & Sub-divisions, General Geology, Surface features, External & Internal Agents modifying the earth, weathering, decomposition, earth movements, metamorphisum, Rock and minerals. Silicate and non-silicate minerals, rock forming minerals, primary and secondary minerals, essential and accessory minerals. Mineral composition of Igneous Rocks, Textures & textural variation, conditions of cooling of plutonic, hypabyssal and volcanic rocks. Classification of igneous rocks. Secondary Rocks processes and products of decomposition and disintegration. Transport and deposition, Classification of Sedimentary Rocks. Agents of transportation. Welding and cementation. Grain size classification. Agents and types of metamorphism, Metamorphic textures, Contact cataclastic, dynamothermal and plutonic metamorphism. Study of common rock types of Igneous, Sedimentary, Metamorphic rocks as prescribed in practical work. Introduction, Object, Scope & Sub-divisions, General Geology, Surface features, External & Internal Agents modifying the earth, weathering, decomposition, earth movements, metamorphisum, Rock and minerals. Silicate and non-silicate minerals, rock forming minerals, primary and secondary minerals, essential and accessory minerals. Mineral composition of Igneous Rocks, Textures & textural variation, conditions of cooling of plutonic, hypabyssal and volcanic rocks. Classification of igneous rocks. Secondary Rocks processes and products of decomposition and disintegration. Transport and deposition, Classification of Sedimentary Rocks. Agents of transportation. Welding and cementation. Grain size classification. Agents and types of metamorphism, Metamorphic textures, Contact cataclastic, dynamothermal and plutonic metamorphism. Study of common rock types of Igneous, Sedimentary, Metamorphic rocks as prescribed in practical work. Introduction, Object, Scope & Sub-divisions, General Geology, Surface features, External & Internal Agents modifying the earth, weathering, decomposition, earth movements, metamorphisum, Rock and minerals. Silicate and non-silicate minerals, rock forming minerals, primary and secondary minerals, essential and accessory minerals. Mineral composition of Igneous Rocks, Textures & textural variation, conditions of cooling of plutonic, hypabyssal and volcanic rocks. Classification of igneous rocks. Secondary Rocks processes and products of decomposition and disintegration. Transport and deposition, Classification of Sedimentary Rocks. Agents of transportation. Welding and cementation. Grain size classification. Agents and types of metamorphism, Metamorphic textures, Contact cataclastic, dynamothermal and plutonic metamorphism. Study of common rock types of Igneous, Sedimentary, Metamorphic rocks as prescribed in practical work. Unit 2 (06)

Structural Geology: Outcrop. Dip and strike. Conformable series. Unconformity and overlap. Different types of Faults and folds in rocks. Inlier and Outlier. Modes of occurrence of igneous rocks. Joints Fractures and their engineering characters. Mountains- Mountain building activity, orogenic and epirogenic processes. Structural Geology: Outcrop. Dip and strike. Conformable series. Unconformity and overlap. Different types of Faults and folds in rocks. Inlier and Outlier. Modes of occurrence of igneous rocks. Joints Fractures and their engineering characters. Mountains- Mountain building activity, orogenic and epirogenic processes. Structural Geology: Outcrop. Dip and strike. Conformable series. Unconformity and overlap. Different types of Faults and folds in rocks. Inlier and Outlier. Modes of occurrence of igneous rocks. Joints Fractures and their engineering characters. Mountains- Mountain building activity, orogenic and epirogenic processes. Unit 3 (08)

Geomorphology and Historical Geology: Geological action of running water, river valley development, normal cycle of river erosion, Regional cycle of river erosion, waterfalls, ox-bow lakes, flood plain deposits, delta, Rejuvenation and Resulting features such as canyons, river terraces and incised meanders. Geomorphology and Historical Geology: Geological action of running water, river valley development, normal cycle of river erosion, Regional cycle of river erosion, waterfalls, ox-bow lakes, flood plain deposits, delta, Rejuvenation and Resulting features such as canyons, river terraces and incised meanders. Geomorphology and Historical Geology: Geological action of running water, river valley development, normal cycle of river erosion, Regional cycle of river erosion, waterfalls, ox-bow lakes, flood plain deposits, delta, Rejuvenation and Resulting features such as canyons, river terraces and incised meanders. General principles of stratigraphy , Age of the earth and divisions of the Geological time. Physiographic divisions of India and their characteristics. Geological history of Peninsula. Study of formations in Peninsula and the significance of their structural characters in major Civil engineering activities, economic minerals. General principles of stratigraphy , Age of the earth and divisions of the Geological time. Physiographic divisions of India and their characteristics. Geological history of Peninsula. Study of formations in Peninsula and the significance of their structural characters in major Civil engineering activities, economic minerals. General principles of stratigraphy , Age of the earth and divisions of the Geological time. Physiographic divisions of India and their characteristics. Geological history of Peninsula. Study of formations in Peninsula and the significance of their structural characters in major Civil engineering activities, economic minerals. Unit 4 (06)Ground water, Building Stones and Stability of Slopes: Types of Ground water, Water table and depth zones of saturation. Influence of textures and Structures of rocks on groundwater storage and movement , Pervious and impervious rocks. Geological work of groundwater, effects of solution and deposition. Ground water, Building Stones and Stability of Slopes: Types of Ground water, Water table and depth zones of saturation. Influence of textures and Structures of rocks on groundwater storage and movement , Pervious and impervious rocks. Geological work of groundwater, effects of solution and deposition. Ground water, Building Stones and Stability of Slopes: Types of Ground water, Water table and depth zones of saturation. Influence of textures and Structures of rocks on groundwater storage and movement , Pervious and impervious rocks. Geological work of groundwater, effects of solution and deposition. Geological conditions favorable for natural springs and seepages, depression and contact Springs. Hot springs and geysers, Artesian wells Water bearing capacity of common rocks, Requirements of good building stone. Dependence of strength, durability, Ease of dressing, availability of blocks of suitable size and appearance on mineral composition Textures and field structures. Suitability of common rocks as building stone. Causes, Role of water, stability of slopes in consolidated material, influence of dip and slope, safe and unsafe slopes, Prevention of landslides, keeping slopes free from water , retaining walls Vegetation, slope treatment, Precautions to be taken while aligning roads etc. across hills and making cuts in hill slides. Case histories. Geological conditions favorable for natural springs and seepages, depression and contact Springs. Hot springs and geysers, Artesian wells Water bearing capacity of common rocks, Requirements of good building stone. Dependence of strength, durability, Ease of dressing, availability of blocks of suitable size and appearance on mineral composition Textures and field structures. Suitability of common rocks as building stone. Causes, Role of water, stability of slopes in consolidated material, influence of dip

and slope, safe and unsafe slopes, Prevention of landslides, keeping slopes free from water , retaining walls Vegetation, slope treatment, Precautions to be taken while aligning roads etc. across hills and making cuts in hill slides. Case histories. Geological conditions favorable for natural springs and seepages, depression and contact Springs. Hot springs and geysers, Artesian wells Water bearing capacity of common rocks, Requirements of good building stone. Dependence of strength, durability, Ease of dressing, availability of blocks of suitable size and appearance on mineral composition Textures and field structures. Suitability of common rocks as building stone. Causes, Role of water, stability of slopes in consolidated material, influence of dip and slope, safe and unsafe slopes, Prevention of landslides, keeping slopes free from water , retaining walls Vegetation, slope treatment, Precautions to be taken while aligning roads etc. across hills and making cuts in hill slides. Case histories. Unit 5 (08)Preliminary -Geological Explorations and State of Art Techniques in Engineering Geology: Preliminary -Geological Explorations and State of Art Techniques in Engineering Geology: Preliminary -Geological Explorations and State of Art Techniques in Engineering Geology: Use of Geological maps and sections. Verification of surface data by subsurface exploration. Drill holes, test pits, trenches, exploratory tunnels, shafts, adits, drifts, etc. Compilation and interpretation of information obtained from these, Correlation of surface data with results of subsurface exploration. Limitations of drilling. Comparative reliability of data obtained by drilling and excavation. Engineering significance of Geological structures such as stratification, dips, folds, faults, joints, Fractures, crush zones, fault zones, dykes, etc. Case histories.

Computational Engineering Geology, GIS, Remote Sensing and its applications. Mapping Techniques in Engineering Geology Use of Geological maps and sections. Verification of surface data by subsurface exploration. Drill holes, test pits, trenches, exploratory tunnels, shafts, adits, drifts, etc. Compilation and interpretation of information obtained from these, Correlation of surface data with results of subsurface exploration. Limitations of drilling. Comparative reliability of data obtained by drilling and excavation. Engineering significance of Geological structures such as stratification, dips, folds, faults, joints, Fractures, crush zones, fault zones, dykes, etc. Case histories.

Computational Engineering Geology, GIS, Remote Sensing and its applications. Mapping Techniques in Engineering Geology Use of Geological maps and sections. Verification of surface data by subsurface exploration. Drill holes, test pits, trenches, exploratory tunnels, shafts, adits, drifts, etc. Compilation and interpretation of information obtained from these, Correlation of surface data with results of subsurface exploration. Limitations of drilling. Comparative reliability of data obtained by drilling and excavation. Engineering significance of Geological structures such as stratification, dips, folds, faults, joints, Fractures, crush zones, fault zones, dykes, etc. Case histories.

Computational Engineering Geology, GIS, Remote Sensing and its applications. Mapping Techniques in Engineering Geology Unit 6 (08)Tunnelling, Dams and Reservoirs: Tunnelling, Dams and Reservoirs: Tunnelling, Dams and Reservoirs: Influence of geological conditions on design and construction methods, Preliminary Geological investigations for tunnels. For tunneling . Unlined tunnels. Case histories.Dependence of strength, stability and water tightness of foundation rocks and their physical Characters and Geological structures. Influence of geological condition on the choice of type And design of dams. Preliminary geological work on dam sites. Favourable and unsuitable Geological conditions for locating a dam.

Precaution to be taken to counteract unsuitable Condition, Treatment of leaky rocks faults, dykes, crush zones, joints, fractures, unfavourable Dips, etc. Earth quakes in regions of dams. Case histories. Dependence of water tightness on physical properties and structure of rocks. Geological Conditions suitable and unsuitable for reservoir sits. Conditions likely to cause leakage Through reservoir rims. Importance of ground water studies and effects of raising of the water table. Case histories. Etc. Earth movements, Earthquakes, Interior of the Earth, earthquake zones, Geological considerations for choosing sites of building in seismic area. Influence of geological conditions on design and construction methods, Preliminary Geological investigations for tunnels. For tunneling . Unlined tunnels. Case histories.Dependence of strength, stability and water tightness of foundation rocks and their physical Characters and Geological structures. Influence of geological condition on the choice of type And design of dams. Preliminary geological work on dam sites. Favourable and unsuitable Geological conditions for locating a dam. Precaution to be taken to counteract unsuitable Condition, Treatment of leaky rocks faults, dykes, crush zones, joints, fractures, unfavourable Dips, etc. Earth quakes in regions of dams. Case histories. Dependence of water tightness on physical properties and structure of rocks. Geological Conditions suitable and unsuitable for reservoir sits. Conditions likely to cause leakage Through reservoir rims. Importance of ground water studies and effects of raising of the water table. Case histories. Etc. Earth movements, Earthquakes, Interior of the Earth, earthquake zones, Geological considerations for choosing sites of building in seismic area. Influence of geological conditions on design and construction methods, Preliminary Geological investigations for tunnels. For tunneling . Unlined tunnels. Case histories.Dependence of strength, stability and water tightness of foundation rocks and their physical Characters and Geological structures. Influence of geological condition on the choice of type And design of dams. Preliminary geological work on dam sites. Favourable and unsuitable Geological conditions for locating a dam. Precaution to be taken to counteract unsuitable Condition, Treatment of leaky rocks faults, dykes, crush zones, joints, fractures, unfavourable Dips, etc. Earth quakes in regions of dams. Case histories. Dependence of water tightness on physical properties and structure of rocks. Geological Conditions suitable and unsuitable for reservoir sits. Conditions likely to cause leakage Through reservoir rims. Importance of ground water studies and effects of raising of the water table. Case histories. Etc. Earth movements, Earthquakes, Interior of the Earth, earthquake zones, Geological considerations for choosing sites of building in seismic area.

Textbooks Textbooks Textbooks · R.B. Gupte : A Text Book of Engineering Geology – P.V.G. Publications, Pune · M.Anji.Reddy: A Text Book of Remote Sensing and Geographical Information Systems –2nd

Edition 2001 BS Publication · N.Chenna Kesavulu : A Text book of Engineering Geology. · Pradeepkumar Guha : Remote Sensing for Begineers, East West Publications.

Reference Books

· R.Legget : Geology and Engineering – McGraw Hill Book Co., London · FGH Blyth, and M.H. De Freitas, : Geology for Engineers, ELBS.

Thomas Lillesand & Rals Kiffer : Remote Sensing & Image Interpretation – John Willey & Sons Publications

· · R.B. Gupte : A Text Book of Engineering Geology – P.V.G. Publications, Pune · M.Anji.Reddy: A Text Book of Remote Sensing and Geographical Information Systems –2nd


Reference Books



· · R.B. Gupte : A Text Book of Engineering Geology – P.V.G. Publications, Pune · M.Anji.Reddy: A Text Book of Remote Sensing and Geographical Information Systems –2nd


Reference Books



·

CE -307 GEOTECHNICAL ENGINEERING LABORATORY Teaching Scheme Examination Scheme Practical : 2hrs/week Term work- 50 marks Oral - 50 marks Objective : Objective : Objective : To make the students acquainted with the various laboratory tests and procedures used to determine Geotechnical properties of soil needed for the Engineering Analysis and Design. To make the students acquainted with the various laboratory tests and procedures used to determine Geotechnical properties of soil needed for the Engineering Analysis and Design. To make the students acquainted with the various laboratory tests and procedures used to determine Geotechnical properties of soil needed for the Engineering Analysis and Design.

I) Laboratory Experiments to be conducted I) Laboratory Experiments to be conducted I) Laboratory Experiments to be conducted

1. Specific gravity determination by voluminometer / pycnometer / density bottle. 2. Sieve analysis, particle size determination and I. S. classification. 3. Determination of consistency limits and its use in soil classification. 4. Field density test by core cutter , sand replacement method. 5. Determination of co-efficient of permeability by constant head and by variable head method. 6. Direct shear test. 7. Standard proctor test. 8. Unconfined Compression Test

A Laboratory Record based on the laboratory experiments would be submitted for the term-work. Oral Examination would be based on the term work and theory covered in the class under the subject CE-301: - GEOTECHNICAL ENGINEERING. Course Teacher for the Laboratory would decide the breakup to Oral Examination.





CE -308 SURVEYING-II LABORATORY Teaching Scheme Examination Scheme Practical : 2hrs/week Practical Examination - 50 marks Term Work - 50 marks Objective : Objective : Objective :

List of Practicals List of Practicals List of Practicals A) One Second Theodolite 1. Study and use of one second theodolite and measurement of horizontal angle. 2. Setting out a given horizontal angles and measurement of Vertical angles. 3. Finding out elevation of high object by Trigonometrical Leveling.

b) Hydrographic Survey

4. Study and use of Nautical Sextant and measurement of horizontal angles.

5. Solution of 3 point problem by Analytical & Graphical method.

c) Photogrammetry

6. Study and use of Mirror Stereoscope and finding out Air base distance 7. Study and use of Parallax Bar.

d) Total Station 8. Study and use of Total Station.

e) Project work

Project work shall be conducted in the field out side the institute premises and shall be based on the Adjustment of a Geodetic Quadrilateral / Geodetic Triangle without central station.

A Laboratory Journal based on the practicals work would be submitted for the term-work. Practical Examination would be based on the term work. Course Teacher for the Laboratory would decide the breakup of marks for the examination and assessment of Termwork.

A) One Second Theodolite 1. Study and use of one second theodolite and measurement of horizontal angle. 2. Setting out a given horizontal angles and measurement of Vertical angles. 3. Finding out elevation of high object by Trigonometrical Leveling.




c) Photogrammetry


d) Total Station

8. Study and use of Total Station.

e) Project work



A) One Second Theodolite 1. Study and use of one second theodolite and measurement of horizontal angle. 2. Setting out a given horizontal angles and measurement of Vertical angles. 3. Finding out elevation of high object by Trigonometrical Leveling.




c) Photogrammetry


d) Total Station 8. Study and use of Total Station.

e) Project work



CE -309 STRUCTURAL DESIGN – I LABORATORY Teaching Scheme Examination Scheme Practical : 2hrs/week Term work- 75 marks Oral - 25 marks Objective : Objective : Objective : The laboratory work should include the following: The laboratory work should include the following: The laboratory work should include the following:

· Design of an industrial building with mezzanine floor which should include the following:

1. Design of roof truss (Analysis may be carried out using commercial software) 2. Design of purlins 3. Design of connections 4. Design of beams 5. Design of columns 6. Design of base 7. Design of beam to beam and beam to column connections 8. Detail design report 9. Drawing of the above elements on half imperial size drawing sheets (AUTOCAD may be used)

· Report of a site visit mentioning structural details with relevant sketches of structural connections.







CE -310 ENGINEERING GEOLOGY LABORATORY

Teaching Scheme Examination Scheme Practical : 2hrs/week Term work- 50 marks Oral - 50 marks The laboratory work consists of the following experiments which are to be performed in the laboratory. The laboratory work consists of the following experiments which are to be performed in the laboratory. The laboratory work consists of the following experiments which are to be performed in the laboratory.

List of Experiments 1. Identification of the following minerals in handspecimens :

Quartz and its varieties, common varieties of cryptocrystalline and amorphous

silica, orthoclase, plagioclase, muscovite, biotite, zeolites, calcite, icelandspar, gypsum, satinspar, fluorite, barites, tourmaline, beryl, graphite, asbestos, talc, kyanite, garnet, galena, magnetite, haematite, limonite, iron pyrites, chromite, bauxite, azurite, malachite, psilomelane.

2. Identification of the following rock types in handspecimens: Granites, syenites, diorites, gabbros, rhyolites, trachytes, andesites, basalts, varieties of Deccan trap rocks, volcanic breccias, pegmatites, dolerites, graphic granites. Laterites, bauxites, conglomerates, breccias, sandstones, quartzites, grits, arkose, shales, mudstone. Chemical and organic limestones. Marbles, quartzites, varities of gneisses, slates, phyllites and varieties of schists.

3. Geological Maps : Construction of geological sections from contoured geological maps, interpreting geological features without drawing section, solution of engineering geological problems such as alignment of dams, tunnels, roads, canals, bridges, etc. based on geological maps.

4. Core Logging :

Logging of drill core and interpretation of drilling data. Graphical representation of core log.

5 One site visit is desirable : To study local geology and its engineering applications. Term Work:

Term work will consists of handwritten journal giving details of the experiments performed.

Practical Exam : The practical exam shall be based on the above practicals performed in the lab. List of Experiments

1. Identification of the following minerals in handspecimens : Quartz and its varieties, common varieties of cryptocrystalline and amorphous silica, orthoclase, plagioclase, muscovite, biotite, zeolites, calcite, icelandspar, gypsum, satinspar, fluorite, barites, tourmaline, beryl, graphite, asbestos, talc, kyanite, garnet, galena, magnetite, haematite, limonite, iron pyrites, chromite, bauxite, azurite, malachite, psilomelane.



4. Core Logging :


5 One site visit is desirable : To study local geology and its engineering applications.

Term Work: Term work will consists of handwritten journal giving details of the experiments performed.

Practical Exam : The practical exam shall be based on the above practicals performed in the lab. List of Experiments

1. Identification of the following minerals in handspecimens : Quartz and its varieties, common varieties of cryptocrystalline and amorphous silica, orthoclase, plagioclase, muscovite, biotite, zeolites, calcite, icelandspar, gypsum, satinspar, fluorite, barites, tourmaline, beryl, graphite, asbestos, talc, kyanite, garnet, galena, magnetite, haematite, limonite, iron pyrites, chromite, bauxite, azurite, malachite, psilomelane.



4. Core Logging :


5 One site visit is desirable : To study local geology and its engineering applications. Term Work:

Term work will consists of handwritten journal giving details of the experiments performed.

Practical Exam : The practical exam shall be based on the above practicals performed in the lab. CE -311 ENVIRONMENTAL ENGINEERING-I


20 End-Sem Exam- 50.

Objective : Objective : Objective : This is an introductory course for Environmental Engineering. It introduces various basic concepts in Environmental Engineering through theory and series of practicals. The course serves as a prerequisite for the course Environmental Engineering-II. This is an introductory course for Environmental Engineering. It introduces various basic concepts in Environmental Engineering through theory and series of practicals. The course serves as a prerequisite for the course Environmental Engineering-II. This is an introductory course for Environmental Engineering. It introduces various basic concepts in Environmental Engineering through theory and series of practicals. The course serves as a prerequisite for the course Environmental Engineering-II. Unit 1 (06)Air pollution- Definition, sources of air pollution, types and classification of air pollutants, Primary and Secondary air pollutants and their importance, Atmospheric stability, mixing heights, plume types and meteorological parameters. Air pollution- Definition, sources of air pollution, types and classification of air pollutants, Primary and Secondary air pollutants and their importance, Atmospheric stability, mixing heights, plume types and meteorological parameters. Air pollution- Definition, sources of air pollution, types and classification of air pollutants, Primary and Secondary air pollutants and their importance, Atmospheric stability, mixing heights, plume types and meteorological parameters. Effects of air pollution on – Human, Animals, Materials and Vegetation. Global Effects- Photochemical smog, heat island , ozone depletion, acid rain. Control of air pollution. Effects of air pollution on – Human, Animals, Materials and Vegetation. Global Effects- Photochemical smog, heat island , ozone depletion, acid rain. Control of air pollution. Effects of air pollution on – Human, Animals, Materials and Vegetation. Global Effects- Photochemical smog, heat island , ozone depletion, acid rain. Control of air pollution. Unit 2 (06)Sources of water, Factors considered in selection of source of water for treatment plant, Sources of water, Factors considered in selection of source of water for treatment plant, Sources of water, Factors considered in selection of source of water for treatment plant, Conveyance of raw water-, canals and pipelines, Hydraulics of conduits, Different types of pipes used and their suitability, designing of rising main., intake structure, different types of intake structures. Quality- Characteristics, Indian standards, Testing of raw water for physical, chemical and bacteriological parameters and their significance. Conveyance of raw water-, canals and pipelines, Hydraulics of conduits, Different types of pipes used and their suitability, designing of rising main., intake structure, different types of intake structures. Quality- Characteristics, Indian standards, Testing of raw water for physical, chemical and bacteriological parameters and their significance. Conveyance of raw water-, canals and pipelines, Hydraulics of conduits, Different types of pipes used and their suitability, designing of rising main., intake structure, different types of intake structures. Quality- Characteristics, Indian standards, Testing of raw water for physical, chemical and bacteriological parameters and their significance. Unit 3 (08)Quantity- Population forecasting, different methods of population forecasting, rate of water consumption for various purposes, factors affecting demand of water,

calculation of fire demand. Quantity- Population forecasting, different methods of population forecasting, rate of water consumption for various purposes, factors affecting demand of water, calculation of fire demand. Quantity- Population forecasting, different methods of population forecasting, rate of water consumption for various purposes, factors affecting demand of water, calculation of fire demand. Water Treatment: Necessity of water treatment processes. Different types of water treatment flow sheets. Aeration: Principle and Concept, Necessity, Methods, Water Treatment: Necessity of water treatment processes. Different types of water treatment flow sheets. Aeration: Principle and Concept, Necessity, Methods, Water Treatment: Necessity of water treatment processes. Different types of water treatment flow sheets. Aeration: Principle and Concept, Necessity, Methods, Unit 4 (08)Sedimentation- Theory of sedimentation, types of suspended solids, determination of Settling velocity, Types of sedimentation tanks. Surface Loading, detention time, and design of PST, inlets and outlets arrangements Sedimentation- Theory of sedimentation, types of suspended solids, determination of Settling velocity, Types of sedimentation tanks. Surface Loading, detention time, and design of PST, inlets and outlets arrangements Sedimentation- Theory of sedimentation, types of suspended solids, determination of Settling velocity, Types of sedimentation tanks. Surface Loading, detention time, and design of PST, inlets and outlets arrangements Theory of chemical coagulation, Factors affecting coagulation, turbidity, rapid mixing, coagulant dosage, characteristics of water, optimum pH, Coagulant aids, choice of coagulants, common coagulants, coagulant aids like Bentonite clay, lime stone, silicates and poly electrolytes, Rapid mixing-Necessity, gravitational, mechanical, pneumatic devices, Slow mixing and flocculation, design of flocculation chamber, mean velocity gradient “G” and power consumption, Design of clari-flocculator. Concept of Plate settler and Tube settler. Theory of chemical coagulation, Factors affecting coagulation, turbidity, rapid mixing, coagulant dosage, characteristics of water, optimum pH, Coagulant aids, choice of coagulants, common coagulants, coagulant aids like Bentonite clay, lime stone, silicates and poly electrolytes, Rapid mixing-Necessity, gravitational, mechanical, pneumatic devices, Slow mixing and flocculation, design of flocculation chamber, mean velocity gradient “G” and power consumption, Design of clari-flocculator. Concept of Plate settler and Tube settler. Theory of chemical coagulation, Factors affecting coagulation, turbidity, rapid mixing, coagulant dosage, characteristics of water, optimum pH, Coagulant aids, choice of coagulants, common coagulants, coagulant aids like Bentonite clay, lime stone, silicates and poly electrolytes, Rapid mixing-Necessity, gravitational, mechanical, pneumatic devices, Slow mixing and flocculation, design of flocculation chamber, mean velocity gradient “G” and power consumption, Design of clari-flocculator. Concept of Plate settler and Tube settler. Unit 5 (08)Filtration: Theory of filtration, Mechanism of filtration, filter materials, Types of filters- Rapid gravity filter, slow sand-filter and pressure filter. Components, materials, underdrainage system, working and cleaning of filters, operational troubles, Design of filters. Filtration: Theory of filtration, Mechanism of filtration, filter materials, Types of filters- Rapid gravity filter, slow sand-filter and pressure filter. Components, materials, underdrainage system, working and cleaning of filters, operational troubles, Design of filters. Filtration: Theory of filtration, Mechanism of filtration, filter materials, Types of filters- Rapid gravity filter, slow sand-filter and pressure filter. Components, materials, underdrainage system, working

and cleaning of filters, operational troubles, Design of filters. Theory of disinfection- Factors affecting efficiency of disinfection. types of disinfectants, Mathematical relationship governing disinfections variables. Theory of chlorination, break point chlorination, bleaching powder estimation. Water softening methods- lime-soda , ion exchange method. and Demineralization. Theory of disinfection- Factors affecting efficiency of disinfection. types of disinfectants, Mathematical relationship governing disinfections variables. Theory of chlorination, break point chlorination, bleaching powder estimation. Water softening methods- lime-soda , ion exchange method. and Demineralization. Theory of disinfection- Factors affecting efficiency of disinfection. types of disinfectants, Mathematical relationship governing disinfections variables. Theory of chlorination, break point chlorination, bleaching powder estimation. Water softening methods- lime-soda , ion exchange method. and Demineralization. Unit 6 (04)System of water supply- Continuous and intermittent system. System of water supply- Continuous and intermittent system. System of water supply- Continuous and intermittent system. Distribution of water- Different distribution systems and their components, layouts, Methods of supply like gravity, pumping and combination, Design of distribution system, , determination of Balancing Capacity of ESR , Distribution of water- Different distribution systems and their components, layouts, Methods of supply like gravity, pumping and combination, Design of distribution system, , determination of Balancing Capacity of ESR , Distribution of water- Different distribution systems and their components, layouts, Methods of supply like gravity, pumping and combination, Design of distribution system, , determination of Balancing Capacity of ESR , Text Books Text Books Text Books

· Air Pollution H. V. N. Rao and M. N. Rao, TMH Publications. 4 · Water Supply Engg. : S. K. Garg: Khanna Publishers - NewDelhi. 23 · Environmental Engg. : Peavy and Rowe, McGraw Hill Publications 7

Reference Books

· Air Pollution Vol. I - IV - Stern, McGraw Hill. 17 · Environmental Chemistry-: Sharma and Kaur - Goyal Publisher. 4 · Water Supply and Treatment Manual: Govt. Of India Publication. 3 · Environmental Engineering : Fair and Geyr - McGraw Hill Publications. 8 · Environmental Engineering : Steel and McGhee: McGraw Hill Publications. 8 · Air Pollution H. V. N. Rao and M. N. Rao, TMH Publications. 4 · Water Supply Engg. : S. K. Garg: Khanna Publishers - NewDelhi. 23 · Environmental Engg. : Peavy and Rowe, McGraw Hill Publications 7

Reference Books

· Air Pollution Vol. I - IV - Stern, McGraw Hill. 17 · Environmental Chemistry-: Sharma and Kaur - Goyal Publisher. 4 · Water Supply and Treatment Manual: Govt. Of India Publication. 3 · Environmental Engineering : Fair and Geyr - McGraw Hill Publications. 8 · Environmental Engineering : Steel and McGhee: McGraw Hill Publications. 8 · Air Pollution H. V. N. Rao and M. N. Rao, TMH Publications. 4 · Water Supply Engg. : S. K. Garg: Khanna Publishers - NewDelhi. 23 · Environmental Engg. : Peavy and Rowe, McGraw Hill Publications 7

Reference Books

· Air Pollution Vol. I - IV - Stern, McGraw Hill. 17 · Environmental Chemistry-: Sharma and Kaur - Goyal Publisher. 4 · Water Supply and Treatment Manual: Govt. Of India Publication. 3 · Environmental Engineering : Fair and Geyr - McGraw Hill Publications. 8 · Environmental Engineering : Steel and McGhee: McGraw Hill Publications. 8

CE 312 CONSTRUCTION MANAGEMENT Teaching Scheme Examination Scheme Lectures : 3 hrs/week Mid-Sem – 30, Assignments, Quiz -

20 End-Sem Exam- 50. Objective : Objective : Objective : Unit 1 (06)Time Management Time Management Time Management Introduction, steps in Project Management – work break down structure Bar Chart, Mile stone chart, Gantt Chart Activity On Arrow and Activity On Node Introduction to PERT: Concept of probability, normal and Beta Distribution, Central limit theorem. Time estimates and calculations of project duration, critical path, slack, probability of project completion. Introduction, steps in Project Management – work break down structure Bar Chart, Mile stone chart, Gantt Chart Activity On Arrow and Activity On Node Introduction to PERT: Concept of probability, normal and Beta Distribution, Central limit theorem. Time estimates and calculations of project duration, critical path, slack, probability of project completion. Introduction, steps in Project Management – work break down structure Bar Chart, Mile stone chart, Gantt Chart Activity On Arrow and Activity On Node Introduction to PERT: Concept of probability, normal and Beta Distribution, Central limit theorem. Time estimates and calculations of project duration, critical path, slack, probability of project completion. Unit 2 (06)CPM : Introduction, Time estimates, floats, critical path. CPM : Introduction, Time estimates, floats, critical path. CPM : Introduction, Time estimates, floats, critical path. Network compression – Least Cost and optimum duration. Resource allocation-Smoothening and leveling. Updating of networks– needs, steps, project duration, calculation for updated network. Network compression – Least Cost and optimum duration. Resource allocation-Smoothening and leveling.

Updating of networks– needs, steps, project duration, calculation for updated network. Network compression – Least Cost and optimum duration. Resource allocation-Smoothening and leveling. Updating of networks– needs, steps, project duration, calculation for updated network. Unit 3 (06)Resource Management Resource Management Resource Management Men- Resource allocation – smoothening and leveling. Material Management- definition by international federation of purchasing and material management. Objectives, Role Functions, Qualities of material manager Material forecasting. Inventory Control- Necessity, Techniques such as ABC, EOQ, HML, VED, SDE, etc. MUSIC-3d role, lead-time, safety stocks, Material Evaluation using differential indices. Men- Resource allocation – smoothening and leveling. Material Management- definition by international federation of purchasing and material management. Objectives, Role Functions, Qualities of material manager Material forecasting. Inventory Control- Necessity, Techniques such as ABC, EOQ, HML, VED, SDE, etc. MUSIC-3d role, lead-time, safety stocks, Material Evaluation using differential indices. Men- Resource allocation – smoothening and leveling. Material Management- definition by international federation of purchasing and material management. Objectives, Role Functions, Qualities of material manager Material forecasting. Inventory Control- Necessity, Techniques such as ABC, EOQ, HML, VED, SDE, etc. MUSIC-3d role, lead-time, safety stocks, Material Evaluation using differential indices. Unit 4 (06)Financial Management Financial Management Financial Management Objectives, managing working capita, Preparation of cash flow schedule based on funds available and project planning. Introduction to Engineering economics, importance, demand and supply, types of costs, interest – simple, compound, continuous, effective. Value of Money – time and equivalence, tangible and intangible factors, introduction to inflation. Interest factors – Uniform series factors – derivations. Objectives, managing working capita, Preparation of cash flow schedule based on funds available and project planning. Introduction to Engineering economics, importance, demand and supply, types of costs, interest – simple, compound, continuous, effective. Value of Money – time and equivalence, tangible and intangible factors, introduction to inflation. Interest factors – Uniform series factors – derivations. Objectives, managing working capita, Preparation of cash flow schedule based on funds available and project planning. Introduction to Engineering economics, importance, demand and supply, types of costs, interest – simple, compound, continuous, effective. Value of Money – time and equivalence, tangible and intangible factors,

introduction to inflation. Interest factors – Uniform series factors – derivations. Unit 5 (06)Economic comparisons Economic comparisons Economic comparisons Discontinuing methods : Present worth method, equivalent annual cost method, capitalized cost method, net present value, internal rate of return Discontinuing methods : Present worth method, equivalent annual cost method, capitalized cost method, net present value, internal rate of return Discontinuing methods : Present worth method, equivalent annual cost method, capitalized cost method, net present value, internal rate of return Unit 6 (06)Site Layout Site Layout Site Layout Factors affecting, Typical layout few major construction projects. Safety Engineering Accident cost, IFR, ISR, injury sources and causes, Effective safety programmes occupational health hazards, Personal protective equipment, Preparation of safety programmes for construction works. Application of MIS System Development, Data processing, Flow charting, DBM , Data communication System Developments, Data processing , Application in Civil Engineering Industry. Factors affecting, Typical layout few major construction projects. Safety Engineering Accident cost, IFR, ISR, injury sources and causes, Effective safety programmes occupational health hazards, Personal protective equipment, Preparation of safety programmes for construction works. Application of MIS System Development, Data processing, Flow charting, DBM , Data communication System Developments, Data processing , Application in Civil Engineering Industry. Factors affecting, Typical layout few major construction projects. Safety Engineering Accident cost, IFR, ISR, injury sources and causes, Effective safety programmes occupational health hazards, Personal protective equipment, Preparation of safety programmes for construction works. Application of MIS System Development, Data processing, Flow charting, DBM , Data communication System Developments, Data processing , Application in Civil Engineering Industry.


· Construction Management and Planning By Senagupta. Tata McGraw Hill Publication. 5 · Professional Construction Management By Barrie- Paulsion McGrew Hill Institution Edition. · CPM PERT – Srinath · CPM PERT – B.C.Punmia

Reference Books

· Construction Management By S. Seetharaman, Umesh Publications S.B. Nath Market, N. Delhi. · Purchasing And Inventory Control By K.S. Menon, Wheelar Publication. · An Integrated Materials Management by Gopalkrishnan and Sunderasan. · Inventory Control by L.C. Zamb. · Material management By Rustogi.

· Principles of Construction Management by Roy Pilcher. · Project Cost Control in Construction by Roy Pilcher. · C.P.M. in Construction Practice by Antill and Woodhead. · Management and Engineering Economics by G.A.Taylor. · Engineering Economics – Layland Blank and Torquin. · Project Management by Naik · Construction Management and Planning By Senagupta. Tata McGraw Hill Publication. 5 · Professional Construction Management By Barrie- Paulsion McGrew Hill Institution Edition. · CPM PERT – Srinath · CPM PERT – B.C.Punmia

Reference Books

· Construction Management By S. Seetharaman, Umesh Publications S.B. Nath Market, N. Delhi. · Purchasing And Inventory Control By K.S. Menon, Wheelar Publication. · An Integrated Materials Management by Gopalkrishnan and Sunderasan. · Inventory Control by L.C. Zamb. · Material management By Rustogi. · Principles of Construction Management by Roy Pilcher. · Project Cost Control in Construction by Roy Pilcher. · C.P.M. in Construction Practice by Antill and Woodhead. · Management and Engineering Economics by G.A.Taylor. · Engineering Economics – Layland Blank and Torquin. · Project Management by Naik · Construction Management and Planning By Senagupta. Tata McGraw Hill Publication. 5 · Professional Construction Management By Barrie- Paulsion McGrew Hill Institution Edition. · CPM PERT – Srinath · CPM PERT – B.C.Punmia

Reference Books

· Construction Management By S. Seetharaman, Umesh Publications S.B. Nath Market, N. Delhi. · Purchasing And Inventory Control By K.S. Menon, Wheelar Publication. · An Integrated Materials Management by Gopalkrishnan and Sunderasan. · Inventory Control by L.C. Zamb. · Material management By Rustogi. · Principles of Construction Management by Roy Pilcher. · Project Cost Control in Construction by Roy Pilcher. · C.P.M. in Construction Practice by Antill and Woodhead. · Management and Engineering Economics by G.A.Taylor. · Engineering Economics – Layland Blank and Torquin. · Project Management by Naik

CE (313) WATER RESOURCES ENGINEERING – I

Teaching Scheme Examination Scheme Lectures : 3 hrs/week Mid-Sem – 30, Assignments, Quiz -20 End-Sem Exam- 50. Objective : Objective : Objective : This is an introductory course based on Water Resources Engineering. It introduces various basic concepts in Water Resources Engineering. This course acts as a prerequisite for Water Resources Engineering-II. This is an introductory course based on Water Resources Engineering. It introduces various basic concepts in Water Resources Engineering. This course acts as a prerequisite for Water Resources Engineering-II. This is an introductory course based on Water Resources Engineering. It introduces various basic concepts in Water Resources Engineering. This course acts as a prerequisite for Water Resources Engineering-II. Unit 01 Precipitation

(07)

Introduction to Hydrology, Hydrological cycle and application of hydrology. Introduction to Hydrology, Hydrological cycle and application of hydrology. Introduction to Hydrology, Hydrological cycle and application of hydrology. Precipitation, Types of Precipitation, measurement, analysis of Precipitation data, mass rainfall curves, intensity-duration curves, and concept of depth area duration analysis, frequency analysis. Elementary concepts of evaporation, transpiration, evapotranspiration and infiltration. Precipitation, Types of Precipitation, measurement, analysis of Precipitation data, mass rainfall curves, intensity-duration curves, and concept of depth area duration analysis, frequency analysis. Elementary concepts of evaporation, transpiration, evapotranspiration and infiltration. Precipitation, Types of Precipitation, measurement, analysis of Precipitation data, mass rainfall curves, intensity-duration curves, and concept of depth area duration analysis, frequency analysis. Elementary concepts of evaporation, transpiration, evapotranspiration and infiltration. Unit 2 Stram flow measurement

(07)

Selection of site, various methods of discharge measurements Selection of site, various methods of discharge measurements Selection of site, various methods of discharge measurements Runoff- Factors affecting runoff, rainfall-runoff relationships, runoff hydrograph, unit hydrograph theory, S-curve hydrograph, synthetic unit hydrograph, use of unit hydrograph. Floods- Estimation of peak flow, rational formula and other methods, flood frequency analysis, Gumbells method, Design floods. Runoff- Factors affecting runoff, rainfall-runoff relationships, runoff hydrograph, unit hydrograph theory, S-curve hydrograph, synthetic unit hydrograph, use of unit hydrograph. Floods- Estimation of peak flow, rational formula and other methods, flood frequency analysis, Gumbells method, Design floods. Runoff- Factors affecting runoff, rainfall-runoff relationships, runoff hydrograph, unit hydrograph theory, S-curve hydrograph, synthetic unit hydrograph, use of unit hydrograph. Floods- Estimation of peak flow, rational formula and other methods, flood frequency analysis, Gumbells method, Design floods. Unit 3 Irrigation (06)Definition, functions, advantages and necessity. Water requirement of crops ,Soil classification, soil moisture and crop water relationship, factors governing

consumptive use of water, principal Indian crops, their season and water requirement, agriculture practices. Cropping pattern, calculations of canal capacities. Definition, functions, advantages and necessity. Water requirement of crops ,Soil classification, soil moisture and crop water relationship, factors governing consumptive use of water, principal Indian crops, their season and water requirement, agriculture practices. Cropping pattern, calculations of canal capacities. Definition, functions, advantages and necessity. Water requirement of crops ,Soil classification, soil moisture and crop water relationship, factors governing consumptive use of water, principal Indian crops, their season and water requirement, agriculture practices. Cropping pattern, calculations of canal capacities. Unit 4 Reservoir planning (07)Types of developments: Storage and diversion works Purpose : Single and multipurpose, Investigation for locating reservoir, selection of site, estimation of required storage, mass curves, reservoir sedimentation, flood routing, height of dam , reservoir operation, economics of reservoir planning, Benefit-cost ratio. Types of developments: Storage and diversion works Purpose : Single and multipurpose, Investigation for locating reservoir, selection of site, estimation of required storage, mass curves, reservoir sedimentation, flood routing, height of dam , reservoir operation, economics of reservoir planning, Benefit-cost ratio. Types of developments: Storage and diversion works Purpose : Single and multipurpose, Investigation for locating reservoir, selection of site, estimation of required storage, mass curves, reservoir sedimentation, flood routing, height of dam , reservoir operation, economics of reservoir planning, Benefit-cost ratio. Unit 5 Ground water hydrology

(07)

Occurrence and distribution of ground water, specific yield of aquifers, movements of ground water, Darcy’s law, permeability, safe yield of basin. Hydraulics of well under steady flow condition in confined and unconfined aquifers, specific capacity of a well, well irrigation: tube wells, open wells. Occurrence and distribution of ground water, specific yield of aquifers, movements of ground water, Darcy’s law, permeability, safe yield of basin. Hydraulics of well under steady flow condition in confined and unconfined aquifers, specific capacity of a well, well irrigation: tube wells, open wells. Occurrence and distribution of ground water, specific yield of aquifers, movements of ground water, Darcy’s law, permeability, safe yield of basin. Hydraulics of well under steady flow condition in confined and unconfined aquifers, specific capacity of a well, well irrigation: tube wells, open wells. Unit 6 (06)Water logging and drainage Water logging and drainage Water logging and drainage Causes of water logging, preventive and curative measures, drainage of irrigation of lands, reclamation of water logged, alkaline and saline lands. Lift irrigation schemes - Various components and their design principles (Only concepts) Application of water- Water management and distribution, warabandi, rotational application. Various Methods of Assessment of canal Revenue Causes of water logging, preventive and curative measures, drainage of irrigation of lands, reclamation of water logged, alkaline and saline lands. Lift irrigation schemes - Various components and their design principles (Only concepts) Application of water- Water management and distribution, warabandi, rotational application. Various Methods of Assessment of canal Revenue Causes of water logging, preventive and curative measures, drainage of irrigation of lands, reclamation of water logged, alkaline and saline lands. Lift irrigation schemes - Various components and their design principles (Only concepts) Application of water- Water management and distribution, warabandi, rotational application. Various Methods of Assessment of canal Revenue

Text Books Text Books Text Books · K.Subramanyam, “ Engineering hydrology”, Tata McGraw Hill. · Garg, S.K., “Irrigation Engineering” · P. N. Modi, “Irrigation, water resources and water power Engineering”, Standard book House. · G.S. Birdie & Das, “Irrigation Engineering”, Dhanpat Rai Publishing Company (P) Ltd.

· K.Subramanyam, “ Engineering hydrology”, Tata McGraw Hill. · Garg, S.K., “Irrigation Engineering” · P. N. Modi, “Irrigation, water resources and water power Engineering”, Standard book House. · G.S. Birdie & Das, “Irrigation Engineering”, Dhanpat Rai Publishing Company (P) Ltd.

· K.Subramanyam, “ Engineering hydrology”, Tata McGraw Hill. · Garg, S.K., “Irrigation Engineering” · P. N. Modi, “Irrigation, water resources and water power Engineering”, Standard book House. · G.S. Birdie & Das, “Irrigation Engineering”, Dhanpat Rai Publishing Company (P) Ltd.

Reference books Reference books Reference books · Dilip Kumar Majumdar, “Irrigation Water Management (Principles & Practices)”, Prentice Hall of India (P), Ltd. · Basak, N.N, “Irrigation Engineering”, Tata McGraw-Hill Publishing Co. · Asawa, G.L., “Irrigation Engineering”, New Age International Publishers

· Dilip Kumar Majumdar, “Irrigation Water Management (Principles & Practices)”, Prentice Hall of India (P), Ltd. · Basak, N.N, “Irrigation Engineering”, Tata McGraw-Hill Publishing Co. · Asawa, G.L., “Irrigation Engineering”, New Age International Publishers

· Dilip Kumar Majumdar, “Irrigation Water Management (Principles & Practices)”, Prentice Hall of India (P), Ltd. · Basak, N.N, “Irrigation Engineering”, Tata McGraw-Hill Publishing Co. · Asawa, G.L., “Irrigation Engineering”, New Age International Publishers

CE -314 FOUNDATION ENGINEERING Teaching Scheme Examination Scheme Practical : 2hrs/week Term work- 50 marks Credit – 1 Oral - 50 marks Objective : Objective : Objective : The prerequisite for this course is CE-301: Geotechnical Engineering. This course introduces various basic concepts in Foundation Engineering through theory and series of numerical examples. The course serves as a prerequisite for the advanced

Foundation Engineering (Elective). The prerequisite for this course is CE-301: Geotechnical Engineering. This course introduces various basic concepts in Foundation Engineering through theory and series of numerical examples. The course serves as a prerequisite for the advanced Foundation Engineering (Elective). The prerequisite for this course is CE-301: Geotechnical Engineering. This course introduces various basic concepts in Foundation Engineering through theory and series of numerical examples. The course serves as a prerequisite for the advanced Foundation Engineering (Elective). Unit 1 (06)Introduction to Foundation Engineering Introduction to Foundation Engineering Introduction to Foundation Engineering Functions of substructure, Common Types of foundations viz. shallow and deep foundations, isolated and combined footings, raft, pile, well foundations. suitability and applications. Minimum depth of footing, effect of surcharge load on foundations, allowable soil pressure, serviceability requirements. Functions of substructure, Common Types of foundations viz. shallow and deep foundations, isolated and combined footings, raft, pile, well foundations. suitability and applications. Minimum depth of footing, effect of surcharge load on foundations, allowable soil pressure, serviceability requirements. Functions of substructure, Common Types of foundations viz. shallow and deep foundations, isolated and combined footings, raft, pile, well foundations. suitability and applications. Minimum depth of footing, effect of surcharge load on foundations, allowable soil pressure, serviceability requirements. Unit 2 (07)Soil Exploration Soil Exploration Soil Exploration Purpose, importance, methods of soil exploration, subsurface exploration, trial pits, boring: method of borings. Number of boreholes, depth and spacing of boreholes, types of test to suit the soil conditions, Location of water table, Sampling: Disturbed And Undisturbed Samples, Field tests: SPT, DCPT, SCPT, pressure-meter test, plate load test, field vane shear test. Purpose, importance, methods of soil exploration, subsurface exploration, trial pits, boring: method of borings. Number of boreholes, depth and spacing of boreholes, types of test to suit the soil conditions, Location of water table, Sampling: Disturbed And Undisturbed Samples, Field tests: SPT, DCPT, SCPT, pressure-meter test, plate load test, field vane shear test. Purpose, importance, methods of soil exploration, subsurface exploration, trial pits, boring: method of borings. Number of boreholes, depth and spacing of boreholes, types of test to suit the soil conditions, Location of water table, Sampling: Disturbed And Undisturbed Samples, Field tests: SPT, DCPT, SCPT, pressure-meter test, plate load test, field vane shear test. Unit 3 (08)Consolidation Consolidation Consolidation

Spring analogy, Terzaghi’s theory of one dimensional consolidation, Lab consolidation test, determination of consolidation parameters viz. cc cv , mv and av.

Square root and logarithm of time fitting method. Rate of settlement, normally and over consolidated soils, Determination of pre consolidation pressure, Evaluation of

consolidation settlement.



consolidation settlement.



consolidation settlement. Unit 4 (11)Shallow Foundation Shallow Foundation Shallow Foundation a)Bearing Capacity Terzaghi’s bearing capacity analysis, Meyerhoff, Hansen's and Vasic equations for strip, rectangular and round footing, effect of various BC factor on bearing capacity, Use of field test (SPT and Plate Load) data for bearing capacity determination, bearing capacity of rocks, RQD concept, b)Settlement Total and differential settlement, Tolerable settlement, IS Criteria,Concept of pressure bulb. c) Design of Shallow Foundation Concept of isolated and floating foundation, Raft foundation. a)Bearing Capacity Terzaghi’s bearing capacity analysis, Meyerhoff, Hansen's and Vasic equations for strip, rectangular and round footing, effect of various BC factor on bearing capacity, Use of field test (SPT and Plate Load) data for bearing capacity determination, bearing capacity of rocks, RQD concept, b)Settlement Total and differential settlement, Tolerable settlement, IS Criteria,Concept of pressure bulb. c) Design of Shallow Foundation Concept of isolated and floating foundation, Raft foundation. a)Bearing Capacity Terzaghi’s bearing capacity analysis, Meyerhoff, Hansen's and Vasic equations for strip, rectangular and round footing, effect of various BC factor on bearing capacity, Use of field test (SPT and Plate Load) data for bearing capacity determination, bearing capacity of rocks, RQD concept, b)Settlement Total and differential settlement, Tolerable settlement, IS Criteria,Concept of pressure bulb. c) Design of Shallow Foundation Concept of isolated and floating foundation, Raft foundation. Unit 5 (07)Pile Foundation Pile Foundation Pile Foundation Pile classification, Carrying capacity of pile, static and dynamic methods, pile load test, group action, Rigid block method, Negative skin friction, Settlement of single and group of piles. Pile classification, Carrying capacity of pile, static and dynamic methods, pile load test, group action, Rigid block method, Negative skin friction, Settlement of single and group of piles. Pile classification, Carrying capacity of pile, static and dynamic methods, pile load test, group action, Rigid block method, Negative skin friction, Settlement of single and group of piles. Unit 6 (03)

Well Foundation and Caissons Well Foundation and Caissons Well Foundation and Caissons Element of wells, types, methods of construction, tilt and shift, remedial measures, Pneumatic caissons: Caisson disease. Element of wells, types, methods of construction, tilt and shift, remedial measures, Pneumatic caissons: Caisson disease. Element of wells, types, methods of construction, tilt and shift, remedial measures, Pneumatic caissons: Caisson disease.


· Foundation Engineering – Dr. B. J. Kasmalkar. · Basic and Applied Soil Mechanics – Gopal Ranjan and A S Rao · Soil Mechanics and Foundation Engineering – B.C. Punmia · Soil Mechanics and Foundation Engineering – Arora

Reference Books

· Foundation Analysis and Design, J. E. Bowles, McGraw-Hill International. · Foundation Engineering – B. M. Dass · Foundation Design Manual- N. V. Nayak


Reference Books



Reference Books


CE -315 STRUCTURAL DESIGN-II Teaching Scheme Examination Scheme Practical : 2hrs/week Term work- 50 marks Credit – 1 Oral - 50 marks

Objective : Objective : Objective : This course is intended to develop a structural sense in students about fundamental concepts of design and detailing of reinforced concrete structures. This course acts as a prerequisite for the course Advanced Structural Design. This course is intended to develop a structural sense in students about fundamental concepts of design and detailing of reinforced concrete structures. This course acts as a prerequisite for the course Advanced Structural Design. This course is intended to develop a structural sense in students about fundamental concepts of design and detailing of reinforced concrete structures. This course acts as a prerequisite for the course Advanced Structural Design. Unit 1 (07)Design philosophies of R.C structures (WSM, LSM), Structural elements, loads on structures, and structural properties of concrete, Role of structural engineer. Design philosophies of R.C structures (WSM, LSM), Structural elements, loads on structures, and structural properties of concrete, Role of structural engineer. Design philosophies of R.C structures (WSM, LSM), Structural elements, loads on structures, and structural properties of concrete, Role of structural engineer. R.C. sections in flexure: theory & design, singly, doubly reinforced rectangular and flanged sections. R.C. sections in flexure: theory & design, singly, doubly reinforced rectangular and flanged sections. R.C. sections in flexure: theory & design, singly, doubly reinforced rectangular and flanged sections. Unit 2 (07)One-way slab - simply supported, cantilever and continuous. Design of staircase: Dog legged and open well. One-way slab - simply supported, cantilever and continuous. Design of staircase: Dog legged and open well. One-way slab - simply supported, cantilever and continuous. Design of staircase: Dog legged and open well. Unit 3 (07)Two way slab- simply supported, continuous and restrained Two way slab- simply supported, continuous and restrained Two way slab- simply supported, continuous and restrained Unit 4 (07)Design of beams for flexure, shear, bond and torsion: Simply supported, continuous, cantilever Design of beams for flexure, shear, bond and torsion: Simply supported, continuous, cantilever Design of beams for flexure, shear, bond and torsion: Simply supported, continuous, cantilever Unit 5 (07)Re-distribution of moments in beams. Column, axially loaded, short & long, uni-axial & biaxial moments. Re-distribution of moments in beams. Column, axially loaded, short & long, uni-axial & biaxial moments. Re-distribution of moments in beams. Column, axially loaded, short & long, uni-axial & biaxial moments. Unit 6 (07)Isolated column footing, axial load, uni-axial and biaxial moments. Eccentric footing. Footing in difficult soil conditions. Isolated column footing, axial load, uni-axial and biaxial moments. Eccentric footing. Footing in difficult soil conditions. Isolated column footing, axial load, uni-axial and biaxial moments. Eccentric footing. Footing in difficult soil conditions.


· Comprehensive Design of R.C. Structures: Punmia, Jain and Jain - StandardBook House - New Delhi. · Limit State Theory and Design: Dr. V. L. Shah and Dr. S.R. Karve - Pune Vidyarthi Publication.

Reference Books

· Limit State Analysis and Design: P. Dayaratnram - Wheeler Publishing company, Delhi. · RCC Analysis and Design Vol. II and I: Sinha - S. Chand and Co. New Delhi. · IS : 456-2000, SP: 16, SP:34


Reference Books



Reference Books


CE -316 ENVIRONMENTAL ENGINEERING-I LABORATORY Teaching Scheme Examination Scheme Practical : 2hrs/week Practical Examination - 50 marks Term Work- 50 marks Objective : Objective : Objective : This is an introductory course for Environmental Engineering Laboratory. It introduces various basic concepts in Environmental Engineering through series of practicals. The course serves as a prerequisite for the course Environmental Engineering-II. This is an introductory course for Environmental Engineering Laboratory. It introduces various basic concepts in Environmental Engineering through series of

practicals. The course serves as a prerequisite for the course Environmental Engineering-II. This is an introductory course for Environmental Engineering Laboratory. It introduces various basic concepts in Environmental Engineering through series of practicals. The course serves as a prerequisite for the course Environmental Engineering-II.

List of Practicals:- List of Practicals:- List of Practicals:- (A) Determination of (Any Eight)

1. pH and Alkalinity 2. Hardness 3. Chlorides 4. Chlorine demand and residual chlorine 5. Turbidity and optimum dose of alum. , 6. MPN 7. Sulphates 8. Fluorides 9. Iron

B) Site visit to water treatment plant. A report based on the visit to water treatment plant would be submitted and would form a part of the term work.

C) Design of various components of water treatment plant Design of various components of water treatment plant would be carried out based on the theory covered in CE- 301 Environmental Engineering-I. OR

C) Study of Software or programming for analysis of water distribution system

Programmes available for the design of various water treatment plants would be used or Computer Programmes to Design various units of water treatment plant would be written in any suitable programming language.

Note: The term work shall consist of record of above Practicals Journal B and D Oral /Practical examination will be based on above exercises.

(A) Determination of (Any Eight) 1. pH and Alkalinity 2. Hardness 3. Chlorides 4. Chlorine demand and residual chlorine 5. Turbidity and optimum dose of alum. , 6. MPN 7. Sulphates 8. Fluorides 9. Iron





Note: The term work shall consist of record of above Practicals Journal B and D Oral /Practical examination will be based on above exercises.

(A) Determination of (Any Eight) 1. pH and Alkalinity 2. Hardness 3. Chlorides 4. Chlorine demand and residual chlorine 5. Turbidity and optimum dose of alum. ,

6. MPN 7. Sulphates 8. Fluorides 9. Iron





Note: The term work shall consist of record of above Practicals Journal B and D Oral /Practical examination will be based on above exercises. CE -317 CONSTRUCTION MANAGEMENT LABORATORY Teaching Scheme Examination Scheme Practical : 2hrs/week Practical Examination - 50 marks Term Work- 50 marks Objectives: Term work shall be based on the following a) Term Work Based on Course Work

· Theories of Management · Functions of management · Time Management · Resource Management · Financial Management · Site Layout · Application of MIS · Inventory Control- Necessity, Techniques such as ABC, EOQ, HML, VED, SDE

b) Site Visit to Project Site A report would be presented as a part of course work and shall form the part of term work. Course Teacher will arrange all the visits to suit the course work. A Laboratory Journal based on the practical work would be submitted for the term-

work. Oral Examination would be based on the term work. Course Teacher for the Laboratory would decide the breakup of marks for the Oral Examination. An Objective Multiple Choice Test based on the theory for the Course Work as well as laboratory experiments will be conducted as a part of the oral examination. CE -318 STRUCTURAL DESIGN -II LABORATORY Teaching Scheme Examination Scheme Practical : 2hrs/week Oral Examination - 50 marks Term Work- 50 marks Design Assignments Shall Consist of Following:

· Design of RC building up to 12 m height above GL for gravity loads only, covering all types of structural elements of building, including estimation of steel and concrete quantities. (Maximum two students in a group) · Report of a site visit related to building structure under construction. · To the scale sketching would be done in the sketch book by hand and then the drawings would be drafted using Drafting Package/ Auto Cad. Four full size drawing sheets would be drawn using drafting software/ Auto CAD · Bar bending schedule & detailing of reinforcements as per standard professional practice and relevant IS codes. · Emphasis would be given on structural detailing of reinforcement taking in to account earthquake effects.

For the architectural layouts necessary for the RCC design assignments, buildings designed for the Term Work on Building Design and Drawing and Building Planning would be taken as basis.

TY Btech Syllabus-16sept09

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environmental engineering