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Department of Civil Engineering 3 rd Year Syllabus 2019-20

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Page 1: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Department of Civil Engineering 3rd Year Syllabus

2019-20

Page 2: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

V SEMESTER

DEPARTMENT OF CIVIL ENGINEERING SCHEME OF TEACHING AND EXAMINATION V SEMESTER B.E (AUTONOMOUS SCHEME)

Sl.No. Subject Code

Subject Category L T P Cr.

1 CV0407

Analysis of Indeterminate Structures

FCS 3 2 0 4

2 CV0417 Fundamentals of RC Design FCS 4 0 0 4 3

CV0426 Fundamentals of Geotechnical Engineering

FCG 4 0 0 4

4 CV0437 Irrigation Engineering FCH 3 2 0 4 5 Elective-I 3 0 0 3 6 CV0111 Geotechnical Engineering

Laboratory FCG 0 0 3 1.5

7 CV0112 Computer Aided Drawing GC 0 0 3 1.5 8 CV0207 Design & Drawing of Irrigation

Structures FCH 1 0 2 2

9 CV0105 Seminar GC - - - 1 Total Credits 25 Total Contact Hrs 30

Sl.No. Subject Code Elective -I Category 1 CV0311 Special Concretes & Construction Chemicals FES 2 CV0312 Alternative Building Materials & Masonry Structures FES 3 CV0321 Remote Sensing and GIS GE 4 CV0322 Architecture and Town Planning GE 5 CV0330 Hydraulic Structures FEH

GC Core FCS Foundation Core- Structure FCH Foundation Core- Hydraulics and Water Resources FCG Foundation Core- Geotechnical GE Elective FES Foundation Elective – Structure FEH Foundation Elective –Hydraulics and Water Resources

Page 3: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

VI SEMESTER DEPARTMENT OF CIVIL ENGINEERING

SCHEME OF TEACHING AND EXAMINATION VI SEMESTER B.E (AUTONOMOUS SCHEME)

Sl.No. Subject Code

Subject Category L T P Cr.

1 CV0428 Design of RC Structures FCS 3 2 0 4 2 CV0429 Applied Geotechnical Engineering FCG 3 2 0 4 3 CV0430 Water Supply Engineering FCE 4 0 0 4 4 CV0431 Highway Engineering FCT 4 0 0 4 5 Elective -II 3 0 0 3 6 CV0208 Detailing of RC Structures FCS 1 0 2 2 7 CV0113 Highway Material Testing Lab FCT 0 0 3 1.5 8 CV0114 Computer Application Laboratory GC 0 0 3 1.5 9 CV0122 Project Survey GC - - - 1.0 Total Credits 25 Total Contact Hrs 30

Sl.No. Subject

Code Elective –II Category

1 CV0310 Matrix Methods of Structural Analysis FES 2 CV0317 Fire Resistance of Structures FES 3 CV0332 Applied Hydrology FEH

GC Core FCS Foundation Core- Structure FCG Foundation Core- Geotechnical FCE Foundation Core - Environmental FCT Foundation Core – Transportation GE Elective FES Foundation Elective – Structure FEH Foundation Elective –Hydraulics and Water Resources

Page 4: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

ANALYSIS OF INDETERMINATE STRUCTURES (3:2:0)

Sub Code : CV0407 CIE : 50% Marks

Hrs/Week : 3+2+0 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes Upon successful completion of this course, students will be able to: 1. Analyze the beams, frames and trusses by force method.

2. Analyze the beams and frames by Displacement method.

Unit - I Analysis of Statically Indeterminate Structures by Force Method Introduction to force method- Static Indeterminacy, General Procedure, Analysis of Propped Cantilever Beams, Fixed beams, Continuous beams, redundant trusses & frames by consistent deformation method. 9 Hrs

Self Learning Exercise: Analysis of two hinged arches by consistent deformation method. Unit - II Clapeyernon’s three moment equation for the analysis of continuous beams. 5 Hrs

Self Learning Exercise: Analysis of fixed beams by three moment equation. Unit - III Basic principles of matrix flexibility method – axes and coordinates, flexibility matrix, system flexibility matrix, flexibility method of analysis for beams and frames by system approach. 7 Hrs

Self Learning Exercise: Flexibility method of analysis for trusses. Unit-IV Analysis of Statically Indeterminate Structures by Displacement Method Introduction to displacement method- Kinematic Indeterminacy, General procedure, Slope Deflection method for analysis of beams and frames without and with sway. 7 Hrs

Self Learning Exercise: Concept of kani’s method of analysis for beams & frames.

Page 5: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Unit-V Moment distribution method, general procedure.Analysis of beams and frames without and with sway.

7 Hrs

Self Learning Exercise: Concept of analysis of gable frames by moment distribution method. Unit-VI Basic principles of matrix stiffness method- stiffness matrix, system stiffness matrix, stiffness method of analysis for beams and frames.

7 Hrs

Self Learning Exercise: Stiffness method of analysis for trusses. Text Books 1. Pandith -Gupta and Gupta, “Theory of Structures Vol 1 and Vol 2”, Tata McGraw Hill

Co. 2000-08.

2. Mukyopadhyaya, “Vibration and Structural Dynamics”- Oxford &IBH – 1990. Reference Books 1. R.C.Hibler ,“Structural Analysis”, Pearson Education Inc, 5th Edition, 2002.

2. Jeffrey P Liable, “Structural Analysis”, CBS College Publishing, 1985.

3. C.S.Reddy, “Basic Structural Analysis”, Tata McGraw Hill, 2nd edition, 1996.

4. Wang, Indeterminate Structural Analysis.

5. B.C.Punmia, “Strength of Materials and theory of structures”, Vol 1&2, Laxmi

Publication, New Delhi.

6. S.S.Bhavikatti, “Structural Analysis, Vol 1 and Vol 2”, Vikas Publication. 1999.

Page 6: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

FUNDAMENTALS OF RC DESIGN (4:0:0) Sub Code : CV0417 CIE : 50% Marks

Hrs/Week : 4+0+0 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes Upon successful completion of this course, students will be able to: 1. Analyze singly reinforced and doubly reinforced rectangular, flanged sections by using

limit state of flexure.

2. Design section for shear, bond, torsion, compression, deflection and Cracking. Unit - I Introduction to Basic Design Concept Introduction to Plain and Reinforced Concrete, Objectives of Structural Design, Reinforced concrete Construction, Structural Systems, Reinforced Concrete System, Grade of Concrete, Behaviour of Concrete under Uniaxial Compression, Behaviour of Concrete under Uniaxial Tension, Behaviour of Concrete under Combined stresses, Reinforcing Steel, Structural Analysis and Design, Design Loads, Design Codes and Handbooks, National building code.

Design Philosophies, Working Stress Method, Ultimate Load Method, Limit State Method, Probabilistic Analysis and Design, Characteristic strengths and loads, Partial Safety Factors. 10 Hrs

Self Learning Exercise: Code Recommendations for Limit State Design. Unit - II Behaviour of Singly Reinforced section in Flexure Introduction, Linear elastic analysis of composite sections, Modular ratio and cracking Moment, Flexural behavior of Reinforced Concrete, Analysis at service loads (WSM), Analysis at Ultimate Limit state of rectangular beams-Singly reinforced section. 8 Hrs

Self Learning Exercise: Stress block parameters proposed by different investigators Unit - III Analysis of singly reinforced and doubly reinforced Flanged and rectangular Section, 8 Hrs

Self Learning Exercise: Analysis of slabs as rectangular beams

Page 7: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Unit - IV Shear Bond and Torsion Shear, Shear failure of beams without shear reinforcement, Effect of shear reinforcement, Bond and anchorage, Equilibrium torsion and compatibility torsion, Torsion in plain concrete beams, Effects of torsion reinforcement, combined bending shear & torsion. 8 Hrs

Self Learning Exercise: Splicing of Reinforcement Unit - V Limit State of Serviceability The serviceability limit states of deflection and cracking, Elastic theory: cracked, uncracked and partially cracked sections, Deflection Control, Calculation of short-term and long-term deflections Crack Control in design, Calculation of crack width. 8 Hrs

Self Learning Exercise: Durability aspects. Unit - VI Compression Members Introduction, Estimation of effective length of a column, Code requirements on slenderness limits, minimum eccentricities and reinforcements, Design of short columns under axial compression, Design of short columns under compression with uniaxial bending, Design of short columns under compression with biaxial bending. 10 Hrs

Self Learning Exercise: Design of slender columns. Text Book 1. S. Unnikrishna Pillai and Devdas Menon, “Reinforced Concrete Design”, TMH,

3rd Edition, 2009. Reference Books 1. F.K.Kong and R.H. Evans, “Reinforced and Prestressed Concrete”, ELBS, 3rd Edition,

1987 2. Dr. H.J.Shah, Reinforced Concrete Vol-1[Elementary Reinforced Concrete], Charotara

Publishig House, 8th Edition, 2009 3. Dr. B.C. Punmia, Ashok Kumar Jain, Arun Kumar Jain, “Limit State Design of

Reinforced Concrete”, Lakshmi Publications, 1st Edition, 2007 4. P.C.Varghese, “Limit State Design of Reinforced Concrete”, PHI, 2nd Edition,

2009 5. J.N. Bandopadhyay, “Design of Concrete Structure”, PHI, 1st Edition, 2008. 6. M.L.Gambhir, “Fundamentals of Reinforced Concrete Design”, PHI,1st Edition,

2006

Page 8: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

7. Dr.Ram Chandra and VirendraGehlot, “Elements of Limit State Design of Concrete Structures”, Scientific Publishers, 1st Edition, 2004

8. N.Krishna Raju and R.N.Pranesh, “Reinforced Concrete Design”, New Age International Publishers, 1st Edition, 2003

9. S.N.Sinha, “Reinforced Concrete Design”, TMC, 2nd Edition, 2002 10. Ashok. K. Jain “Reinforced Concrete Limit State Design”, Nem Cahnd and Bros, 6th

Edition, 2010 11. Bureau of Indian Standards – IS 456 – 2000, IS 875 – Part 1 to 3 – 1987, Sp-16

Page 9: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

FUNDAMENTALS OF GEOTECHNICAL ENGINEERING (4:0:0)

Sub Code : CV0426 CIE : 50% Marks

Hrs/Week : 4+0+0 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes Upon successful completion of this course, students will be able to: 1. Summarize index properties and field identification of soil.

2. Evaluate permeability and shear strength of soil.

3. Classify soil as per Bureau of Indian Standards.

4. Choose compaction or consolidation to improve soil properties. Unit - I Introduction Origin and definition of soil, formation of soil, Residual soil and Transported soil, Scope of soil Engineering, Terminology of different types of soils, Basic Definitions and Relationships

Soil as a three phase system, Definitions of void ratio, porosity, percentage Air voids, Air content, Degree of saturation, Moisture content, Specific gravity, Bulk density, Dry density, Saturated density and Submerged density. Functional relationships amongst them. 8 Hrs

Self Learning Exercise: Field identification of soils. Unit - II Index Properties of Soils And Their Determination Introduction: determination of water content, specific gravity, particle size distribution by sieve and sedimentation analysis. (Hydrometer analysis only), Consistency limits of soils, Determination of liquid limit by Casagrande and cone penetration methods, plastic limit and shrinkage limit. Free swell ratio, Free swell index and swell pressure. Determination of Insitu density by core cutter and sand replacement methods. 6 Hrs

Self Learning Exercise: Determination of relative density. Unit - III Soil Classification, Structure and Clay Minerals Need for classification, Indian standard classification system, Soil structure, Single grained, honey combed, flocculent, dispersed and composite soil structure, Common clay minerals. 6 Hrs

Page 10: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Self Learning Exercise: Diffuse double layer and Adsorbed water. Unit- IV Permeability of Soils Introduction, Hydraulic head, Darcy’s law, Assumptions and validity of Darcy’s law, Coefficient of permeability by constant and variable head methods, Factors affecting permeability, Seepage velocity, superficial velocity and coefficient of percolation, Field determination of coefficient of permeability by pumping out and pumping in tests. 6 Hrs

Self Learning Exercise: Permeability of stratified deposits. Unit - V Shear Strength of Soil Concept of shear strength, Mohr’s strength theory, Mohr- coulomb failure Theory, Total and effective shear strength parameters, Factors affecting shear strength of soils, Measurement of shear strength from direct shear test, unconfined compression test, Triaxial compression test and vane shear test. 6 Hrs

Self Learning Exercise: Tests under different drainage conditions. Unit - VI Soil Compaction & Consolidation of Soils Soil Compaction Definition, Standard and modified proctor’s compaction tests, Factors affecting compaction, Effect of compaction on soil properties, Field compaction methods.

Consolidation of Soils Definition, Initial, primary and secondary consolidation, Spring Analogy for primary consolidation, Consolidation of laterally confined soil, Definition of coefficient of compressibility, coefficient of volume change, compression index & swelling index, Terzaghi’s theory of one dimensional consolidation, assumptions and limitations, Definition of normally consolidated, under consolidated and over consolidated soils Laboratory consolidation test, Determination of coefficient of consolidation by different methods.

10 Hrs

Self Learning Exercise: (i) Field compaction control- Proctor’s needle. (ii) Causes of pre consolidation, Pre consolidation pressure. Text Book 1. Dr. B. C. Punmia, “Soil mechanics & foundations” (Lakshmi Publications Co., 16th

Edition, New Delhi- 2005.

Page 11: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Reference Books

1. Venkataramaiah .C., “Geotechnical Engineering” - New Age International (p) Ltd., 3rd edition, New Delhi. -2006

2. Dr. K.R. Arora, “Soil Mechanics and Foundation Engineering” Standard Publishers Distributors – 2011.

3. VNS Murthy, “Soil Mechanics and Foundation engineering” -, UBS Publishers & distributors, 4th Edition, New Delhi – 1996.

4. Gopal Ranjan & ASR Rao, “Basic and applied soil mechanics” -, New Age International (p) Ltd., New Delhi – 2000.

5. S.K. Garg, “Soil Mechanics and Foundation Engineering” Khanna Publishers. – 2003. 6. Braja M. Das, “Principles of Geotechnical Engineering” - Thomson Business

information India (p) Ltd., 5th Edition, India – 2002. 7. Iqbal. H. Khan, “Text book of Geotechnical Engineering” - PHI, 2nd Edition,

India – 2005. 8. N.V Naik, “Foundation Design Manual”.

Page 12: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

IRRIGATION ENGINEERING (3:2:0)

Sub Code : CV0437 CIE : 50% Marks

Hrs/Week : 3+2+0 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes Upon successful completion of this course, students will be able to: 1. Describe the hydrological process and estimate quantities associated with them. 2. Discuss need for water resources development, irrigation and its potential 3. Estimate water requirement of crops and determine irrigation water requirements. 4. Apply the knowledge of Hydrology to estimate design parameters in water resources

development. Unit –I Introduction – Irrigation and Hydrology Water resources and their development - population, demand for food grains, crop yields and need for irrigation. Irrigation types and systems; Horton’s Hydrological Cycle, catchment, watershed processes. Water balance. 8 Hrs

Self Learning Exercise: Water resources of India, WR projects. Unit –II Precipitation and Analysis of Rainfall Data Precipitation- Mechanism, formation; types of rainfall, characteristics and importance. Measurement of rainfall- ORG, recording charts; Rainfall seasons- pre-monsoon, South-West and North-East monsoons, their importance. Area average: Methods – Thiessen polygon and Isohyetal. Intensity of rainfall, Intensity - Duration Relationship.

Self Learning Exercise: Float type SRRG, Rainfall over Karnataka, D-A relationships. 10 Hrs

Unit –III Infiltration, Stream Flow and Runoff Infiltration: Process, Measurement - Horton’s curve, computation of over land flow. Catchment runoff.Streamflow measurement by CMG, measurement of stage. Runoff- components; Different Surface and subsurface processes, Curve number method for yield estimation. Analysis of single peak hydrographs, Unit Hygrographs, derivation, superposition.

9 Hrs

Page 13: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Self Learning Exercise: Water resources of Karnataka, Drainage basins, Potential. Major Water Resource Development projects. Unit – IV Evaporation and Water Requirements of Crops Evaporation- processes, factor influencing, Evapotranspiration- Consumptive use and crop water requirements, crop coefficient and Blanney - Criddle formula, Crops, crop seasons, yields in Karnataka. Duty and Delta; Depth and Frequency of irrigation,

Self Learning Exercise: Irrigation efficiencies, Measurement of Evaporation and transpirations 8 Hrs

Unit – V Tank Irrigation Location, components , reservoir capacity, design flood, Gravity dam forces, stability and stresses, preliminary design, spill ways and energy dissipation. Self Learning Exercise: CWC aids for design flood, earthen dams – types and components

8 Hrs

Unit - VI Weirs and Canals Components; Seepage and Blighs’s method of design of floor, Canals in alluvial and hard soils, sections and design, introduction to canal works regulators, drops.

Self Learning Exercise: CD works 9 Hrs

Text Book

1. Subramanya K., “Engineering Hydrology”-Tata McGraw Hill, New Delhi.- 2010.(Chapter 3,4,6,7 & 9)

2. Arora KR “Irrigation Water Power & Water Resources Engineering” - Standard Publishers Distributors – 2010.

Reference Books 1. P.N. Modi, “Irrigation, Water Resources, and Water”

2. Linsely, Kohler and Paulhus, “Applied Hydrology” -, Mc Graw Hill, New Delhi 1984. (Chapter 1,2,5 & 8)

3. Putty M.R.Y., “Principles of Hydrology” - IK International Pub., New Delhi 2010. 4. Mutreja, K.M, “Engineering Hydrology” - Mc Graw Hill, New York 2003. 5. H.M.Raghunath, “Hydrology” - Wiley Eastern Publication 2006. 6. Ven Te Chow “Handbook of applied hydrology”-, McGraw Hill Pub - 1964. 7. “Kar.nic.in.” (Website of Karnataka).

8. Jayarami Reddy, P., “A text book of Hydrology” - Lakshmi Publications, Delhi - 2011.

Page 14: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

GEOTECHNICAL ENGINEERING LABORATORY (0:0:3)

Sub Code : CV0111 CIE : 50% Marks

Hrs/Week : 0+0+3 Hrs SEt : 50% Marks

Course Outcomes Upon successful completion of this course students will be able to: 1. Determine the index property of soils in order to classify the soil as per BIS specifications. 2. Evaluate the properties like shear strength, permeability, compaction and consolidation

characteristics of soils.

List of Experiments 1. Test for determination of specific gravity 2. Grain size analysis of coarse grained soil 3. In situ density by core cutter and sand replacement methods 4. Consistency limits

(a) Liquid limit by casagrande and cone penetration methods (b) Plastic limit

(c) Shrinkage limit

5. Standard proctor compaction test

6. Modified proctor compaction test

7. Determination of permeability by constant head and variable head methods 8. Strength tests

(a) Unconfined compression test

(b) Direct shear test

(c) Triaxial compression test (undrained) 9. Consolidation test 10. Demonstration tests

(a) Free swell and swell pressure tests (b) Laboratory vane shear test

(c ) Determination of Relative density of sand

11. Grain size analysis of fine grained soil by the Hydrometer method

Reference Books: 1. “Laboratory testing of soils SP 36 (Part 1) 1987”, Bureau of Indian Standards 2. Lambe T. W., “Soil testing for Engineers” Wiley India Pvt. Ltd.1985. 3. Bowles. J.E., “Engineering properties of soils and their measurements”- McGraw

Hill. – 1992.

Page 15: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

COMPUTER AIDED DRAWING (0:0:3)

Sub Code : CV0112 CIE : 50% Marks

Hrs/Week : 0+0+3 Hrs SEt : 50% Marks

Course Outcomes Upon successful completion of this course, students will be able to: 1. Use fundamentals of AUTOCAD.

2. Prepare plan and elevation of various Civil Engg. Entities using AUTOCAD. 3. Prepare structural drawings related to Civil Engineering projects. Introduction to AUTOCAD AUTOCAD screen, Setting the options, Menu commands, Opening a drawing, Drawing tools, Editing tools, Creating drawings using wizards, Dimensioning, Text in AUTOCAD, Layers concept, Blocks, Hatching, Working with Multiple drawings, Drawing 2D objects using above tools.

Drawing Components of Building Drawing following components of building using AUTOCAD tools - Masonry foundations, Doors and Windows, Staircases, Trusses

Building Drawing Using AUTOCAD Drawing plans of buildings using drawing tools, creating openings in plans using modify tools, creating and inserting blocks of doors and windows, Inserting text and dimensions, Drawing elevation and sections, Creating sanction drawing. Preparation of working drawings of single storey and double storey residential buildings.

Structural Drawings Using AUTOCAD Preparation of column layout and excavation drawings, footing, Lintel and Chejja, beams and slabs of framed structures.

Reference Books

1. Roberts JT , “Introduction to AUTOCAD 2006” - , BPB publications 2. George Omura, “Mastering AUTOCAD 2006”, BPB Publications 3. Ramesh Bangia, “Learning AUTOCAD 2005”, Khanna Book Publishing Co. 4. Sham Tickoo, “Understanding AUTOCAD 2004 Abeginner’s Guide”, Wiley

Dreamtech India Pvt Ltd.,

Page 16: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

DESIGN AND DRAWING OF IRRIGATION STRUCTURES (1:0:2)

Sub Code : CV0207 CIE : 50% Marks

Hrs/Week : 1+0+2 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes Upon successful completion of this course, students will be able to:

1. Apply principles of Hydraulics and Empirical formula for design of the important

components.

2. Prepare detailed drawings of hydraulic structures associated with irrigation.

Design and drawing of the following hydraulic structures

1. Surplus weir

2.Tank sluice with tower head

3.Canal drop- Trapezoidal type

4.Canal regulator

5.Direct sluice

Text Book

1. C Satyanarayana Murthy “Water ResourcesEngineering: Principles and Practice”- New AgeInternational Publishers - 2000.

Reference Books

1. Arora KR “Irrigation Water Power & Water ResourcesEngineering”- Standard

Publishers Distributors–2010.

2. P.N. Modi, “Irrigation, Water Resources, and WaterPower Engineering”.Standard

book house, New Delhi -2003.

3. C. Punmia and PandeLal, “Irrigation and Water PowerEngineering”- Lakshmi

Publications, New Delhi–2009.

Page 17: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

ELECTIVES ALTERNATIVE BUILDING MATERIALSAND STRUCTURAL MASONRY (3:0:0)

Sub Code : CV0312 CIE : 50% Marks

Hrs/Week : 3+0+0 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes Upon successful completion of this course student will be able to: 1. Understand the problems of Environmental issues concerned to building materials and

cost effective building technologies.

2. Design Structural Masonry Elements under Axial Compression with appropriate type of masonry unit and mortar.

3. Provide various types of alternative building materials and technologies to be used for civil engineering constructions keeping in view the green concept.

Unit- I Introduction Energy in building materials, Environmental issues concerned to building materials, Global warming and construction industry, Green concepts in buildings, Rating. Environmental friendly and cost effective building technologies, Requirements for buildings of different climatic regions. 5 Hrs

Self Learning Exercise: Rainwater harvesting & solar passive architecture Unit - II Structural Masonry Masonry materials, requirements of masonry units’ characteristics of bricks, stones, clay blocks, concrete blocks, stone boulders, laterite Blocks, Fal G blocks and Stabilized mud block. Manufacture of stabilized blocks.

Mortars – cementations materials, sand - natural & manufactured, types of mortars, characteristics and requirements of mortar, selection of mortar.

Structural masonry - Uses of masonry, masonry bonding, Compressive strength of masonry elements - Factors affecting compressive strength, Strength of Prisms/wallets and walls, Effect of brick bond on strength. Elastic properties of masonry materials and masonry, Design of masonry

Page 18: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

compression elements subjected to axial load. 15 Hrs

Self Learning Exercise: Bond strength of masonry: Flexure and shear Unit - III Alternative Building Materials Lime –pozzolana cements - Raw materials, Manufacturing process, Properties and uses. Fiber reinforced concrete - Matrix materials, Fibers metal and synthetic, Properties and applications. Fiber reinforced plastics - Matrix materials, Fibers organic and synthetic, Properties and applications. Building materials from agro and industrial wastes. 8 Hrs

Self Learning Exercise: Types of agro wastes, Types of industrial and mine wastes, Properties and applications. Unit- IV Alternative Building Technologies Use of arches in foundation, alternatives for wall constructions – composite masonry, cavity walls, rammed earth, and ferroconcrete building components - Materials and specifications. 5 Hrs

Self Learning Exercise: Ferro cement, Properties, Construction methods, Applications. Unit - V Alternative Roofing Systems Concepts, Filler slabs, Composite beam panel roofs.

Self Learning Exercise: Masonry vaults and domes. 5 Hrs

Unit - VI Green Building Design Cost concept. 4 Hrs

Self Learning Exercise: Case studies. Text Book 1. K.S. Jagadish, B.V. Venkatarama Reddy & K.S. Nanjunda Rao “Alternative building

material & Technologies” NewAge International Publishers – 2007. Reference Books 1. IS 1905, SP-20

Page 19: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

2. Arnold W. Hendry, “Structural Masonry” – Mc Millan Press Ltd., London, 1998 (Chapter 2)

3. Anand S. Arya, “ Masonry & Timber Structures”, Nem Chand & Bros, Roorke 1992 4. Dayaratham, “Brick & Reinforced Brick Structures”, Oxford & IBH Publishing

Company Pvt. Ltd., New Delhi 1988.

Page 20: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

REMOTE SENSING AND GIS (3:0:0) Sub Code : CV0321 CIE : 50% Marks

Hrs/Week : 3+0+0 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes Upon successful completion of this course student will be able to: 1. Describe and discuss concepts of spatial data and remote sensing. 2. Describe and discuss concepts of GIS and GIS functions. 3. Articulate the use of remote sensing and GIS for various applications

Unit - I Concepts and Foundations of Remote Sensing Concept of spatial data, need for spatial data, Data acquisition methods, ground based and image based methods of data acquisition, Definition of remote sensing, remote sensing process, ideal remote sensing system. Physics of remote sensing, electromagnetic energy, electromagnetic spectrum, black body radiation, laws governing electromagnetic radiation, atmospheric effects, scattering and absorption, atmospheric windows, Interaction with earth surface materials, spectral reflectance curves. 8 Hrs

Self Learning Exercise: Spectral Library Unit- II Remote Sensing Platforms and Sensors Remote sensing platforms, satellites and orbits, geostationary and sun synchronous satellites, earth resource satellites – IRS, LANDSAT, SPOT, ENVISAT, CARTOSAT, RESOURCESAT, IKONOS etc. Sensors – active and passive sensors, sensor resolutions (spectral, spatial, radiometric and temporal) Creation of remote sensing data, Digital and photographic data. panchromatic, multispectral and hyper spectral data. 6 Hrs

Self Learning Exercise: Characteristics of Indian and other major earth resource satellites. Unit - III Visual Image Interpretation and Digital Image Processing Introduction, Elements of visual image interpretation, equipment

Basics of digital image processing (Brief introduction only): image display and band combinations, true and false color composites. Image pre processing, image histogram, radiometric and geometric corrections, image enhancements, image transforms based on

Page 21: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

arithmetic operations, image filtering, low pass and high pass filters, edge detection, multi image manipulation, spectral rationing, image fusion.

Image classification (Brief introduction only): - methods, supervised and unsupervised, accuracy assessment of image classification. 8 Hrs

Self Learning Exercise: Classification of mixed pixels, hybrid classification. Unit- IV Fundamentals of geographic information system Introduction, basics of GIS – definition of GIS, components of GIS, GIS work flow, representing spatial data, raster and vector data. Coordinate systems and map projections, datums, Spatial data input, Non spatial data. 6 Hrs

Self Learning Exercise: Database models and management (brief Introduction only). Unit - V Spatial Data Analysis Brief introduction to measurements in GIS, reclassification, georeferencing, map overlays, neighbourhood functions, spatial interpolation, network analysis, DEMs, surface analysis, data retrieval and queries, GIS data modeling, spatial data output. 6 Hrs

Self Learning Exercise: Common image processing and GIS software. Unit-VI Applications of Remote Sensing and GIS Introduction, Land use/cover mapping, Agricultural and forestry applications, Urban and regional planning applications, Applications in water resources and management, Disaster management applications. 8 Hrs

Self Learning Exercise: Environmental applications. Text Book 1. Lillesand T.M. and R.W. Kiefer, “Remote sensing and Image interpretation”, 4th

Edition, John Wiley & Sons – 2000. 2. Manoj K. Arora, R.C. Badjatia, “Geomatics Engineering”, Nemichand & Bros. Roorkee

– 2011. 3. Floyd F Sabins. “Remote Sensing Principles and Interpretation”, Wave Land press.

Inc. 3rd Edition, Reissued in 2007.

Page 22: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Reference Books 1. Mather P.M., “Computer processing of remotely sensed images: an introduction”,

Wiley. – 1988. 2. Jensen J.R., “Introductory digital image processing: A remote sensing perspective”,

2nd Edition, Prentice Hall - 1996. 3. Richards J.A., X. Jia, “Remote sensing digital image analysis: an introduction”, 3rd

edition, Springer – 1999. 4. Peter A. Burrough & Rachel A. McDonnel “Principles of geographic information

systems” – (1998), Oxford University press, Great Britain. 5. Chang, “Geographical Information Systems”, McGraw Hill Book Co.,

Page 23: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

ARCHITECTURE AND TOWN PLANNING (3:0:0)

Sub Code : CV0322 CIE : 50% Marks

Hrs/Week : 3+0+0 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes Upon successful completion of this course student will be able to:

1. Describe the fundamental principles of architecture and salient features of historic architecture.

2. Explain the principles of building planning and concepts of sustainable and energy efficient building planning.

3. Discuss the town planning efforts in India and Europe during ancient and medieval periods.

4. Summarize the principles of urban and rural planning and concepts of modern town planners.

Unit - I Introduction to Architecture Definition, Principles and importance, Qualities of Architecture, Factors in Architecture, Influence of external factors. 7 Hrs

Self Learning Exercise: Vernacular Architecture Unit- II History of Architecture Characteristics of Pre-historic, Egyptian, Greek, Roman, Buddhist, Hindu, and Islamic Architecture. 7 Hrs

Self Learning Exercise: Contemporary Architecture Unit - III

Building Planning Planning principles, climate responsive design, traditional concepts in building planning, building standards, building bye-laws, and functions of local authority, energy efficient building planning, thermal comfort, solar architecture, Green buildings, principles of lighting and styles for illumination, basic principles of architectural acoustics. 7 Hrs

Self Learning Exercise: Application of computers in architecture and planning; and usage of packages such as AutoCAD, 3D-Studio, 3D Max.

Page 24: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Unit- IV Human Settlements A brief introduction to human settlements, Rural and urban pattern of growth, Indus Valley Civilization and town planning, town planning in ancient India, Town planning during medieval period in Europe. 7 Hrs

Self Learning Exercise: Industrial revolution and town planning. Unit - V Urban Planning Evolution of cities, Planning principles and concepts of Ebenezer Howard, Patrick Geddes, Le Corbusier, Lewis Mumford, and other modern town planners, the modern town planning concepts –planning regulations, Concentric spread, Ribbon development, Satellite growth, Betterment and Compensation, Master Plan, Zoning and Neighborhood planning, Green belt, eco-city concept, smart cites, Garden City. 7 Hrs

Self Learning Exercise: Comprehensive Development Plan (CDP) Unit-VI Village Planning Integrated approach, rural norms and standards (spatial).existing amenities, distance for non-available amenities, Ecological and environmental considerations in rural development and village planning. 7 Hrs

Self Learning Exercise: Village Development Plans. Text Book 1. Shah M.S., Kale C.M. and Patki K.Y. “Building Drawing”, Tata McGraw Hill

Publishing Company, New Delhi. 2. Rangawala, “Town Planning”, 23rd Edition, Charotar Publishing House Pvt. Ltd.,

Anand , Gujarath 3. Hiraskar, “The Great ages of world architecture”, 18th Edition, Dhanapath Rai

Publishers, New Delhi.

Reference Books 1. K.S. Rame Gowda , “Town and Country Planning”, Prasaranga, Mysore University

Press, Mysore 2. Bureau of Indian Standards, “National Building Code of India 2005”, New Delhi. 3. Percy Brown, “Indian Architecture”, Volume I & II, Upton Press.

Page 25: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

SEMINAR Sub Code : CV0105 CIE + SEE : 50 Marks

Hrs/Week : 0+0+3 Hrs

Course Outcomes

Upon successful completion this course, student will be able to:

1. Identify, obtain, store, create and use support materials required for seminar presentation.

2. Incorporate their critical review/analysis, evaluation of the chosen topic in a document by employing the techniques of academic writing.

3. Understand the role of effective presentation in professional context and gain experience in formal presentation.

Description Seminar is a place where reading critically is transformed and integrated into a habit of mind, providing students with the tools to question the authority of the text and the foundations of their own assumptions. Seminar presentations allow students to recognize, formulate and pursue meaningful questions, which are not only factual but also interpretive and evaluative, about the ideas of others as well as their own. In other words, through a seminar presentation, a student will improve their knowledge, critical thinking ability and actively participate in discussions.

Seminar presentations by the students on chosen topics consists of ONE audience centered, formal presentation involving visual aids. Course instructor/faculty advisor may help students in identifying a specific topic that meets the academic purpose/standards of the curriculum.

1. To develop and utilize critical-thinking skills necessary for academic success. 2. To improve the written and oral communication ability.

3. To advance students abilities to develop and purpose meaningful questions in collaboration with others.

4. To provide exposure to ongoing researches/latest and innovative-technologies/current practices.

Student Presentation Guide lines ● No topic should be repeated by a student.

● Downloading from internet sources and presenting the same should be avoided. ● Students can take the help of course faculty/faculty advisor in identifying a topic,

references, supporting materials, back ground information and fundamental concepts.

Page 26: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

● Students should prepare a power point presentation about the topic chosen, so as to present it for about 15 minutes.

● The presentation should include introductory slide, outline of the presentation, back ground of the topic, main content, remarks and references.

● A write up of the presentation according to the Department standards, not exceeding 5-6 pages must be submitted.

Page 27: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

VI SEMESTER

DESIGN OF RC STRUCTURES (3:2:0)

Sub Code : CV0428 CIE : 50% Marks

Hrs/Week : 3+2+0 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes Upon successful completion of this course, students will be able to: 1. Design singly and doubly reinforced sections.

2. Design shallow foundations, water tank and retaining wall. Unit - I Design of Beams Introduction, Anchorage of bars, Reinforcement requirements, Slenderness limits, Design procedure, Design of cantilever beams, Design of simply supported beams, Design of lintels. 10 Hrs

Self Learning Exercise: Design of continuous beams. Unit- II Design of Slabs Introduction, Classification based on support condition, Design of Cantilever slabs, and Design of one way slab, Design of simply supported two way slab, Design of one way and two way continuous slabs. 5 Hrs

Self Learning Exercise: Inclined slabs, filler slabs. Unit- III Design of Stairs Introduction, Classification, Loadings, waist slab type. 5 Hrs

Self Learning Exercise: Tread-Raiser type stairs. Unit - IV Design of Shallow Foundations

Page 28: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Introduction, Classification, Types, Soil design consideration, Isolated footings-wall footings, axially loaded pad and sloped footings, Combined footings- For two axially loaded columns.

6 Hrs

Self Learning Exercise: Eccentrically loaded footings & strap and strip footings. Unit - V Design of Retaining Walls Introduction, Types of Retaining wall, Design of Cantilever retaining walls. 8 Hrs

Self Learning Exercise: Design of Counter fort retaining walls Unit- VI Design of Water Tanks Introduction, Design considerations, Design of tank resting on ground-Circular tanks. 8 Hrs

Self Learning Exercise: Design of tank resting on ground - Rectangular tanks. Text Book

1. Dr. H.J.Shah, “Reinforced Concrete, Vol-1 and Vol-2 Charotar”, 8th Edition, 2009 and 6th edition - 2012 respectively.

Reference Books

1. S.Unnikrishna Pillai and Devdas Menon, “Reinforced Concrete Design”, TMH, 3rd Edition - 2009

2. Bureau of Indian Standards - IS 456-2000, SP16, SP34

3. Dr. B.C. Punmia, Ashok Kumar Jain, Arun Kumar Jain, “Limit State Design of Reinforced Concrete”, Lakshmi Publications, 1st Edition - 2007

4. P.C.Varghese, “Limit State Design of Reinforced Concrete”, PHI, 2nd Edition - 2009 5. J.N. Bandoyopadhyay, “Design of Concrete Structures”, PHI, 1st Edition - 2008. 6. M. L. Gambhir, “Design of Reinforced Concrete Design”, PHI,1st Edition - 2006 7. Dr.Ram Chandra and Virendra Gehlot, “Elements of Limit State Design of Concrete

Structures”, Scientific Publishers, 1st Edition - 2004 8. N.Krishna Raju and R.N.Pranesh, “Advanced Reinforced Concrete Design, CBS

Publishers”, 2nd Edition - 2005 9. S.N.Sinha, “Reinforced Concrete Design”, TMC, 2nd edition - 2002 10. Ashok. K. Jain : “Reinforced Concrete Limit State Design”, Nem Cahnd and Bros, 6th

Edition - 2010

Page 29: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

APPLIED GEOTECHNICAL ENGINEERING (3:2:0)

Sub Code : CV0429 CIE : 50% Marks

Hrs/Week : 3+2+0 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes Upon completing the course, the student will be able to:

1. Decide the field and laboratory investigations to be conducted for civil engineering structures.

2. Estimate the lateral earth pressure and vertical stresses in the soils subjected to external loads.

3. Evaluate the bearing capacity and estimate the magnitude of settlement for shallow foundations.

4. Decide the various techniques to be adopted for ground improvement techniques. Unit- I Sub Surface Exploration & Drainage and Dewatering Sub Surface Exploration Purpose of exploration, Planning and stages in subsurface exploration, Methods of exploration: Open excavation, Boring, sounding tests, geophysical methods – Electrical resistivity and Seismic refraction methods. Types of samples, Samplers.& reporting, features affecting the sample disturbance, Typical bore log, Soil exploration report.

Drainage and Dewatering

Introduction, Water table location in coarse grained and fined grained soils, Determination of ground water level by Hvorslev method, Dewatering –Electro osmosis method. 9 Hrs

Self Learning Exercise: Ditches and sumps, well point systems, shallow and deep wellsystem, vacuum method. Unit- II Vertical Stresses in Soils Due To External Loads Introduction, Boussinesq and Westergaard’s theories for concentrated, circular & rectangular loads, Comparison of Boussinesq and Westergaard theories, Newmark’s chart. 6 Hrs

Self Learning Exercise: Isobar & Pressure bulb, Contact pressure.

Page 30: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Unit- III Earth Pressure Theories Introduction, Different types of earth pressure, Rankine’s earth pressure theory - Assumptions and limitations, Lateral earth pressure distribution for cohesionless and cohesive soils.

Coulomb’s theory of earth pressure – Assumptions and limitations, Culmann’s graphical methods for active earth pressure. 6 Hrs

Self Learning Exercise: Rebann’s Graphical methods for active earth pressure (Cohesionlesssoil only). Unit- IV Stability of Earth Slopes Introduction, Slopes – Types, Causes, Types of failures, Definition of factor of safety, Stability analysis of Infinite slopes, Stability analysis of finite slopes by method of slices, friction circle method and Taylors stability number. 6 Hrs

Self Learning Exercise: Fellinious method Unit - V Bearing Capacity Definitions of ultimate, net and safe bearing capacities, Allowable bearing pressure. Terzaghi’s and Brinch Hansen’s bearing capacity equations-assumptions and limitations bearing capacity of footing subjected to eccentric loading. Effect of ground water table on bearing capacity.Standard penetration test, cone penetration test.

6 Hrs

Self Learning Exercise: Estimation of bearing capacity by Plate load test Unit - VI Foundation Settlement Concept, immediate, consolidation and secondary settlement (no derivations), Tolerance. BIS specifications for total and differential settlement of footings ands rafts.

Reinforced Earth Introduction, component and application of reinforced earth, Basic mechanism of reinforced earth, Choice of soil, Reinforcement – metal reinforcement , geotextiles , geogrids, geomembranes and geo composites.

Ground Improvement Techniques

Page 31: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Introduction, objectives of ground improvements. Commonly used methods of ground improvements – (sand piles, lime piles, stone column), vibrations , pre loading

9 Hrs

Self Learning Exercise: Micro piles, compactionpiles, geo composites. Text Book 1. Dr. B. C. Punmia “Soil mechanics & foundations”- Laxmi Publications Co., 17thEdition,

New Delhi – 2017. Reference Books 1. VNS Murthy, “Soil Mechanics and Foundation Engineering” - UBS Publishers &

distributors, 4th Edition, New Delhi – 1996. 2. Gopal Ranjan & ASR Rao, “Basic and applied soil mechanics” - New Age International (p)

Ltd., New Delhi – 2000. 3. S.K. Garg, “Soil Mechanics and Foundation Engineering” Khanna Publishers – 2003. 4. Braja M. Das, “Principles of Geotechnical Engineering” Thomson Business information

India(p) Ltd., 5th Edition, India – 2002. 5. Iqbal. H. Khan, “Text book of Geotechnical Engineering” PHI, 2nd Edition, India- 2005. 6. Venkataramaiah .C., “Geotechnical Engineering” - New Age International (p) Ltd., 3rd

Edition, New Delhi – 2006. 7. Dr. K.R. Arora, “Soil Mechanics and Foundation Engineering” Standards Publishers &

Distributors – 2011.

Page 32: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

WATER SUPPLY ENGINEERING (4:0:0) Sub Code : CV0430 CIE : 50% Marks

Hrs/Week : 4+0+0 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes Upon completing the course, the student will be able to: 1. Estimate water demand for various purposes; evaluate the quality and quantity of water from

different sources to decide the suitability of water to satisfy different water demand.

2. Understand and design water treatment units.

3. Plan and deign conventional water supply distribution system

Unit - I Introduction & Demand of water Demand of water Types of water demands - domestic demand, industrial, institutional and commercial, public uses, compensation for losses, fire demand, Per capita demand – factors affecting per capita demand, Population forecasting - different methods with merits & demerits, Variations in demand of water, Peak factors, design periods & factors governing the design periods. 6 Hrs

Self Learning Exercise: Necessity of planned water supply system, Planning and execution of modern water supply schemes. Unit - II Sources of water Surface source – streams, lakes, rivers, ponds, storage reservoirs, Sub-surface sources – springs, infiltration galleries, infiltration wells, groundwater pumping/tube wells, Suitability with regard to quality and quantity.

Collection of water and conveyance of raw water Intake structures- types, Selection and location of intakes, Pumps – Types, Power of pumps. 5 Hrs

Self Learning Exercise: Factors for the selection of a pump, Conveyance systems and related appurtenances. 8 Hrs

Page 33: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Unit - III Quality of Water Objectives of water quality management, Concept of safe water, wholesomeness & palatability, Water borne diseases, Sampling of water for examination, Examination of Water – Objectives, Physical, chemical and Microbiological Examinations (IS: 3025 and IS: 1622) using analytical and instrumental techniques, health significance of Fluoride, Nitrates and heavy metals like Mercury, Cadmium, Arsenic. 10 Hrs

Self Learning Exercise: Drinking water standards BIS (IS 10500:1991) & WHO guidelines. Unit - IV Water treatment Introduction Objectives – Flow diagrams of treatment plants, Mini water supply scheme for smaller town

Aeration Principle, Types of Aerators. Sedimentation Theory- types of settling (discrete, flocculant, hindered and compression), Plain sedimentation.Types of plain sedimentation tanks. Design – problems, Coagulant aided sedimentation, types of coagulants, Clari- flocculator, Jar test, chemical feeding, and flash mixing.

Filtration Mechanism of filtration –Types - Slow sand, Rapid sand and Pressure filters including construction, operation, cleaning, Designs for above, Operational problems in filters.

Disinfection Theory of disinfection, methods of disinfections, Chlorine as a disinfectant. Chlorine demand, residual chlorine, break point chlorination.

Softening Definition, necessity of softening, Methods of removal of hardness, Temporary hardness - Boiling and use of lime, Permanent hardness - Lime soda process and Zeolite process, Membrane technique – RO.

Miscellaneous treatment Removal of color, odor, taste - use of copper sulfate & adsorption technique. 15 Hrs

Self Learning Exercise: Fluoridation and defluoridation. Unit - V Conveyance of treated water Distribution systems Methods of distribution -Gravity system, Combined gravity and pumping system, Pumping system, Systems of supply – Intermittent, Continuous, Service reservoirs and their capacity

Page 34: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

determination, Types of layouts - Dead end system, Grid system, Radial system, Circular system, Analysis of pressure in the distribution system - Equivalent pipe method, Hardy cross method.

8 Hrs

Self Learning Exercise: Wastage of water in the distribution system Unit - VI Water supply for buildings Water supply layouts for buildings, Service connection, Water meters, Valves for water supply in buildings. Water requirement for various types of buildings Design of water supply network inside the building- up feed and down feed system of water supply. Design of a water supply piping in a building- a worked example. Pipe joints, Valves - Sluice valves, Air valves, reflux valves, relief valves, scour valves, Fire hydrants, Pipefitting – tees, elbows, bends, flanges, unions, etc. 8 Hrs

Self Learning Exercise: Pipe materials Text Book 1. S. K. Garg “Water supply engineering” –, Khanna Publishers – 2010.

Reference Books 1. Hammer and Hammer, “Water Technology”, Butterworth Heinemann Publications

2009.

2. Howard S. Peavey, Donald R. Rowe, George Tchobanoglous, “Environmental Engineering”, McGraw Hill International Edition.

3. Gray, N. F., “Water Technology”, Elsevier Science & Technology Books. 4. Punmia, B. C., and Ashok Jain. “Environmental Engineering-I” Lakshmi Publications –

1995.

5. CPHEEO. “Manual on Water supply and treatment”, Ministry of Urban Development, New Delhi -22.

Page 35: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

HIGHWAY ENGINEERING (4:0:0)

Sub Code : CV0431 CIE : 50% Marks

Hrs/Week : 4+0+0 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes Upon successful completion of this course, students will be able to:

1. Describe principles of transportation engineering, transportation planning, alignment surveys and solve problems on phasing road development programmes.

2. Carryout geometric and structural design of highways.

3. Explain pavement construction and maintenance. 4. Carryout economic analysis of highway projects.

Unit – I Principles of Transportation Engineering Importance of transportation, different modes of transportation, characteristics and comparison of different modes.Jayakar Committee recommendations and implementation. Highway Development and Planning

Road types and classification, road patterns.Planning surveys, master plan - saturation system of road planning.Phasing road development programme, road development in India. 1st, 2nd & 3rd 20-year road development plan & problems only on 3rd 20 year road plan. Present scenario of road development in India (NHDP) & PMGSY) and in Karnataka (KSHIP & KRDCL) – Problems on best alignment among alternate proposals and phasing road development. 8 Hrs

Self Learning Exercise: Road Development plan Vision: 2021 Unit - II Highway Alignment and Surveys Ideal alignment, factors affecting alignment, engineering surveys for new and realignment projects.

Highway Geometric Design – I Importance factors controlling the design of geometric elements highway cross section elements – pavement surface characteristics, camber, width of carriage way, shoulder width, formation width right of way typical cross section of roads. 8 Hrs

Page 36: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Self Learning Exercise: Geometric standards for different categories of roads. Unit - III Highway Geometric Design – II Sight distance, types and importance - Design of horizontal and vertical alignment.Numerical problems on above (no derivation of formulae).

Traffic Engineering Road user characteristics, human and vehicle characteristics, basic principles and applications of traffic studies, volume, spot speed, Speed and delay, origin and destination.Parking and accident studies, concept of passenger car unit. 9 Hrs

Self Learning Exercise: Traffic Capacity Studies Unit - IV Pavement Materials Properties and requirements of sub-grade soils, Determination of CBR and modulus of sub-grade reaction of soil, properties and requirements of road aggregates, Bitumen - Tar-Emulsion- cut back and their properties and uses.

Pavement Design Types of pavements – Design factors, IRC method of flexible pavement design based on CSA method Using IRC: 37. Stresses in rigid pavement and design of rigid pavement as per IRC: 58. 9 Hrs

Self Learning Exercise: Pavement Design for rural roads. Unit - V Pavement Construction Granular sub base course, granular base / sub-base courses such as WBM, WMM, and CRM bituminous binder course (BM & DBM). Common types of bituminous surfacing courses such as surface dressing, premixed carpet (PMC) and bituminous concrete, Construction of rigid pavement (DLC & PQC), Highway furnitures – signals, signages. 9 Hrs

Self Learning Exercise: Use of marginal and local materials in road construction. Unit - VI Highway Drainage System Surface and sub-surface drainage system for road pavements, functions and basic design principles.

Page 37: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Highway Economics and Financing Highway user benefits - VOC using charts only- highway costs- Economic analysis by annual cost method and benefit cast ratio method, NPV & IRR methods. Numerical problems on above.

Highway Maintenance Pavements failure, types, causes and remedies, maintenance of highways. 9 Hrs

Self Learning Exercise: Highway financing, BOT, BOOT and annuity Concepts. Text Book 1. Khanna S.K. and Justo C.E.G., Nem Chand and Bros, “Highway Engineering”, Roorkee –

2008. References 1. Relevant IRC Codes

2. MORT & H “Specifications for Roads and Bridges”, New Delhi. – 2001. 3. Kadiyali L.R, “Highway Engineering”, Khanna Publishers, New Delhi – 2003. 4. Subramanian K.P., “Transportation Engineering 1”, Scitech Publishers, Chennai – 2003. 5. William Hay, “Introduction to Transportation Engineering”, McGraw Hill Publishers

Company – 1979- 09. 6. Kadiyali, L. R. “Traffic Engineering and Transport Planning”, Khanna Publishers, New

Delhi – 2003.

Page 38: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

DETAILING OF RC STRUCTURES (1:0:2) Sub Code : CV0208 CIE : 50% Marks

Hrs/Week : 1+0+2 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Total (CIE + SEE): 100

* Drawing Course Outcome 1. Create structural drawings of different components of the buildings. List of Drawings 1. Beams: Cantilever beam, simply supported beam.

2. Slabs: Cantilever slab, one way slab, simply supported two way slab, one way and twoway continuous slab.

3. Stairs: waist slab, Tread-Raiser type stairs.

4. Columns and Shallow Foundations: Columns, Isolated footings-wall footings, axiallyloaded pad and sloped footing, Combined footing, Eccentrically loaded footing & strap and strip footing.

5. Retaining Walls: Retaining wall, Cantilever retaining wall, Counter / fort retaining wall.

6. Water Tanks: Tank resting on ground-Circular and rectangular tanks

Page 39: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

HIGHWAY MATERIAL TESTING LAB (0:0:3) Sub Code : CV0113 CIE : 50% Marks

Hrs/Week : 0+0+3 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes Upon successful completion of this course, students will be able to:

1. Evaluate highway materials and interpret the results for design and construction of highways.

List of Experiments Tests on Aggregates Specific gravity, sieve analysis, abrasion test, bulking, absorption, Impact test, crushing test, Flakiness Index, Elongation Index and Angularity Number, proportioning of materials by Rothfutch’s method

Tests on Bitumen Ductility, Softening Point, Flash and Fire Point, Specific Gravity, Penetration Test and Viscosity, Marshall Stability Test

Tests on Bricks and Tiles Absorption and strength tests

Tests on Soils California Bearing Ratio Test

Text Book

1. Khanna S K, Justo C E G and Veeraragavan A, “Highway Materials and Pavement Testing”, published by Nem Chand & Bros., Civil Lines, Roorkee, 5th Edition 2009.

Page 40: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

COMPUTER APPLICATION LABORATORY (0:0:3)

Sub Code : CV011407 CIE : 50% Marks

Hrs/Week : 0+0+3 Hrs SEE : 50% Marks

SEE Hrs : 03 Hrs Total (CIE + SEE): 100

Course Outcome Upon successful completion of this course, students will be able to:

1. Use commercially available software for analysis & design of structures;

2. Develop Excel sheet to analyze and design of RCC elements and estimation of buildings.

List of Exercises

1. Use of Structural Analysis software To use STAAD.Pro software for:

i) Analysis of beams, 2D Frames and 2D trusses

ii) Analysis and design of 3D RCC frames (up to 4 x 4 grids and 4 storeys) subjected to deadload, live load, wind load and earthquake load. 14 Hrs

2. Application of Spread sheet to Civil Engineering Problems Development of Excel sheet for the following civil Engineering problems

i) Structural Engineering: Analysis of beams, Design of RCC elements 14 Hrs

Reference Books

1. Bentley, “STAAD.Pro Manual”

2. Munir Hamad, “Using STAAD.Pro 2006”, Shroff publishers and Distributors 3. Dr M.N.Shesha Prakash, Dr.G.S.Suresh, “Reference book on Computer Aided

Design Laboratory”, Lakshmi Publications 4. M.A.Jayaram, D.S.Rajendra Prasad, “A referral on CAD Laboratory”, Sapna

Publications 5. Ramesh Bangia, Learning Excel 2002, Khanna Book Publishing Co (P) Ltd., 6. Mathieson SA, “Microsoft Excel”, Starfire publishers.

Page 41: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

PROJECT SURVEY

Sub Code : CV0122 CIE/SEE : 50% Marks

Course Outcome Upon successful completion of this course, students will be able to:

1. Follow effectively field procedures required for a Highway project 2. Prepare drawings and reports based on the survey data collected.

COURSE DESCRIPTION The surveys will be conducted as group work in the beginning of VI semester. However, students will be submitting drawings and report individually at the end of VI semester. Parties (groups) consisting of 5 to 8 members will be established by the course faculty prior to commencement of the work. The instruments used will include electronic total stations, GPS and automatic levels. The students will be experiencing a field training of surveying methods and equipment, data collection and processing procedures, and surveying applications in planning, design and layout, and the construction of our physical environment and infrastructure.A detailed report with all relevant drawings should be submitted by the student.

Project :Highway Project

Reconnaissance – Taking a general view of the survey area. This part of the work is very important as it indicates the need to obtain an overall picture of what is required before any type of survey work is undertaken. Students are required to prepare a rough key plan of the area to be surveyed.

Datum for Elevation - A known point called benchmark (BM) is required for leveling works. This is a reference elevation at to which the elevations of other points may be referred. Students are required to establish a number of bench marks in the site.

Horizontal and Vertical Controls – The first principle is to lay an overall system of stations, the position of which are fixed to a fairly high degree of accuracy using GPS and total station traverse.

Detailed survey: This includes longitudinal and cross sectional surveys, soil investigations etc. Preparation of drawings

Design: includes, geometric design, design of horizontal and vertical curves

Page 42: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

ELECTIVES

Page 43: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

MATRIX METHODS OF STRUCTURAL ANALYSIS (3:0:0)

Sub Code : CV0310 CIE : 50% Marks

Hrs/Week : 3+0+0 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes

Upon successful completion of this course, students will be able to: 1. Use element approach of stiffness method to analyze beams, trusses and frames.

2. Use direct stiffness method to analyze beams, trusses and frames. Unit- I Element Approach of Stiffness Method Introduction, Analysis of regular trusses by element approach of stiffness method.

6 Hrs

Self Learning Exercise: Development of global stiffness matrix for truss having DOFless than or equal to 3

Unit – II Analysis propped and fixed beams, and continuous beams by element approach of stiffness method. 6 Hrs

Self Learning Exercise: Development of global stiffness matrix for continuous beam having DOF less than or equal to 3

Unit – III Analysis of single bay portal framesby element approach of stiffness method. 8 Hrs

Self Learning Exercise: Concepts ofMultiple bay frames

Unit - IV Direct Stiffness Method Analysis of regular trusses by direct stiffness method. 10 Hrs

Self Learning Exercise: Development of overalll stiffness matrix for continuous beam having DOF less than or equal to 3

Page 44: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Unit- V Analysis of propped and fixed beams, and continuous beams by direct stiffness method.

4 Hrs

Self Learning Exercise: Development of overall stiffness matrix for continuous beam having DOF less than or equal to 3

Unit – VI Analysis of single bay portal frames and multiple bay portal frames by direct stiffness method. 8 Hrs

Self Learning Exercise: Concepts ofMultiple bay portal frames

Note: Problems with indeterminacy less than or equal to three to be considered. Text Book

1. Pandith, Gupta and Gupta, “Theory of Structures Vol 2 ”, Tata McGraw Hill – 2000- 08 Reference Books

1. J.M.Gare and W.Weaver Jr., “Analysis of Framedstructures”,Van Nostrand–2004.

2. Mukhopadyay, and AH Sheikh, “Matrix and Finiteelement Analysis of structures”,Ane Books–2011.

3. C.S.Reddy, “Basic Structural Analysis”, 2nd Edition, Tata McGraw Hill - 1996,

4. GS Pandit and SP Gupta, “Structural Analysis, A matrixapproach”-, Tata McGraw-Hill–

2008.

5. Rajashekharan S and Sankarasubramanian, “Computat-ional structural Mechanics”-,PHI–

2009.

6. Dr. A.S.Meghre, S.K. Deshmukh,“Matrix Method ofStructural Analysis”, Charotar Publishing House–2003.

Page 45: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

FIRE RESISTANCE OF STRUCTURES (3:0:0)

Sub Code : CV0317 CIE : 50% Marks

Hrs/Week : 3+0+0 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes

Upon successful completion of this course, students will be able to: 1. Understand the concepts of fire severity and fire resistance

2. Design of concrete and steel structures to resist fire exposure Unit- I Fire Safety in Buildings Fire safety objectives, Life safety, Property protection, Environmental protection. Fire resistance, Objectives for fire resistance, Fire design time, trade-offs. 5 Hrs

Self Learning Exercise: Reparability and reservices ability.

Unit – II Fire Spread Controlling fire spread fire spread within room of origin, Fire spread to adjacent rooms, Fire spread to other storeys, Fire spread to other buildings. Building construction for fire safety, Fire following earthquake, Fire during construction and alterations. 5 Hrs

Self Learning Exercise: Assessment and repair of fire damage.

Unit- III Fire and Heat Fuels, Materials, Calorific value, Fire load. 4 Hrs

Self Learning Exercise: Heat release rate.

Unit-IV Room Fires

Page 46: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Pre-flashover fires, burning items in room, Room fires, Pre-flashover fire calculations, Flash over. 8 Hrs

Self Learning Exercise: Conditions necessary for flashover.

Unit- V Fire Resistance Fire resistance tests, Standards, Test equipment, Failure criteria, Standard of construction.Approved Fire-resistance ratings, Listings, Expert opinion.Fire resistance by calculation, Fire model, Heat transfer model, Structural model.Fire resistance of assemblies, Walls, Floors. 10 Hrs

Self Learning Exercise: Beams, Columns.

Unit- VI Design of Structures Exposed to Fire Design equation, loads for fire design, Structural analysis for fire design, Computer calculations. Material properties in fire, Testing regimes, Components of strain. Design of individual members exposed to fire, Tension members, Compression members, Beams. Design of structural assemblies exposed to fire, Frames, Redundancy, Disproportionate collapse, Continuity, Plastic design. 10 Hrs

Self Learning Exercise: Axial restraint, After-fire stability.

Text Book

1. Andrew H. Buchanan, “Structural Design for FireSafety” John Wiley & Sons. Ltd

Reference Books

1. V. K. Jain “Fire Safety in Buildings”, New age international publishers. 2. U.S Bendev Etal, “Fire Resistance of Buildings”, Amerind Publishing Co. Pvt. Ltd 3. Andrew H. Buchman. “Structural design for fire safety,comprehensive overview of the

fire resistance of building structures”, John Wiley and sons. 4. John A. Purkiss, “Fire Safety Engineering Design ofstructures”, Butterworth Heinemann.

Page 47: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

APPLIED HYDROLOGY (3:0:0) Sub Code : CV0322 CIE : 50% Marks

Hrs/Week : 3+0+0 SEE : 50% Marks

SEE Hrs : 03 Hrs Max. Marks : 100

Course Outcomes Upon successful completion of this course, students will be able to: 1. Understand the knowledge of hydrological cycle and the different processes involved. 2. Analyze rainfall data for its distribution in space and time.

3. Apply elementary statistical methods to analysis of data.

4. Determine yield of the catchment and the flood runoff either by empirical model or conceptual model.

Unit- I Introduction & Precipitation Introduction Introduction, Hydrologic Cycle, Systems Concept, Hydrologic System Model, Engineering Applications of Hydrology, Water budget equation.Delineation of catchment.

Precipitation Measurement of precipitation - recording type rain gauges mechanical type and data logar type; area average precipitation, arithmetic mean, isohyetal ,Thiessen polygon Optimum number of rain gauges, Estimation of missing precipitation record, consistency of records; Hydro meteorological measurements , Intensity-Frequency-Duration Analysis. Depth-Area-Duration curves. Problems. 8 Hrs

Self Learning Exercise: Location of rain gauge; Probablemaximum precipitation; Rain gauge networ.

Unit- II Initial abstractions and Infiltration Interception and depression storage.Definition, process, factors affecting infiltration, Measurement of infiltration (Double ring Infiltrometer), Horton’s infiltration curve; Infiltration indices (w & Φ,) estimation and use.Problems. 6 Hrs

Self Learning Exercise: Infiltration equations and estimation ofparameters of infiltration models; Problems

Page 48: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Unit- III Evapotranspiration Definition, process, factors affecting evaporation; Measurement of Evaporation by Evaporation pans. Evapo-transpiration – PET and AET, factors affecting evapo-transpiration; Estimation of Evapo-transportation and Expressions used.Problems. 6 Hrs

Self Learning Exercise: IS pan; Crop water need or consumptiveuse. Problems.

Unit- IV Runoff & Hydrograph Theory Components of runoff, factors affecting runoff; Basin yield, dependable yield, runoff estimation, rainfall – runoff correlation and relationships, -multiple linear regression analysis. 6 Hrs

Self Learning Exercise: Flow-duration curve.

Unit- V Hydrograph Theory Components of hydrograph, Separation of base flow, flow recession, Unit hydrograph theory, Derivation and application of unit hydrograph, Computation of unit hydrographs ordinates of different durations, S-Curve and its use. 6 Hrs

Self Learning Exercise: Synthetic unit hydrograph

Unit- VI Design Flood and Flood Routing Empirical formulae; Rational formula; Frequency analysis and distributions; CWC method, erosion,Lumped System Routing, Level Pool Routing, Linear Reservoir Model, Hydrologic River Routing,Muskingum Method. 10 Hrs

Self Learning Exercise: Design flood; TR55

Text Books 1. Subramanya K., “Engineering Hydrology”-; Tata McGraw Hill, New Delhi.- 2010. 2. P. Jaya Rami Reddy, “A Text Book of Hydrology”; University Science Press, Lakshmi

Publications. 3. Putty M.R.Y., “Principles of Hydrology” - IK International Pub., New Delhi 2010.

Page 49: Department of Civil Engineering · Analysis of Statically Indeterminate Structures by Force Method. Introduction to force method Static Indeterminacy, General Procedure, Analysis

Reference Books 1. Linsely, Kohler and Paulhus, “Applied Hydrology” -, McGraw Hill, New Delhi 1984. 2. Mutreja, K.M, “Engineering Hydrology” - McGraw Hill, New York 2003. 3. H.M.Raghunath, “Hydrology” - Wiley Eastern Publication 2006. 4. VenTe Chow “Handbook of applied hydrology”-, McGraw Hill Pub - 1964.

“Kar.nic.in.”(Website of Karnataka).