batch 2012 - 2016 - malnad college of...
TRANSCRIPT
1
MALNAD COLLEGE OF ENGINEERING, HASSAN (An Autonomous Institution Affiliated to VTU, Belgaum)
SYLLABUS FOR
VII SEMESTER & VIII SEMESTER
BATCH 2012 - 2016
DEPARTMENT OF CIVIL ENGINEERING
2
MALNAD COLLEGE OF ENGINEERING, HASSAN (An Autonomous Institution Affiliated to VTU, Belgaum)
DEPARTMENT OF CIVIL ENGINEERING
VISION of the Department
To develop the department into a center of learning in Civil Engineering
To develop expertise in thrust areas of Civil Engineering through interactive mechanisms
To take up R & D projects for enhancing knowledge in different areas of Civil Engineering
To assist the students to have a smooth changeover from conventional method of Civil Engineering to advanced Computer Aided Method
To provide continuing education facilities for working Professionals
To provide consultancy services to various user agencies.
MISSION of the Department
To develop and sustain competence, commitment, team work, and enthusiasm towards attaining excellence.
PROGRAM EDUCATIONAL OBJECTIVES (PEOs) The Educational Objectives of Civil Engineering Program at Malnad College of Engineering are designed to produce competent engineers who are ready to contribute effectively to the advancement of civil engineering causes and to address the needs of the community. The objectives are as follows: 1. To provide students with a sound foundation in the mathematical, scientific and engineering fundamentals necessary to formulate, solve and analyze engineering problems and to prepare them for graduate studies. 2. To develop the ability among students to analyze, synthesize and evaluate data and technical concepts for application to product design. 3. To prepare students to produce engineering designs that are based on sound principles and that consider functionality, aesthetics, safety, cost effectiveness and sustainability. 4. To provide students with the necessary skills and practical experience to fulfill their professional duties and responsibilities in teamwork, ethics, technical leadership, business acumen and lifelong learning. 5.To mould the students to become future engineers, scientists, researchers and innovators and make substantial contributions to the society of civil engineers. 6.To provide opportunity for students to work as part of teams on multidisciplinary
3
projects. 7.To provide student awareness of the life-long learning and to introduce them to professional ethics and codes of professional practice. PROGRAM OUTCOMES (Pos) Engineering Graduates will be able to:
1. Engineering Knowledge: Apply the knowledge of mathematics, science, engineering
fundamentals, and an engineering specialization to the solution of complex
engineering problems.
2. Problem Analysis: Identify, formulate, review research literature, and analyze
complex engineering problems reaching substantiated conclusions using first
principles of mathematics, natural sciences, and engineering sciences.
3. Design/development of solutions: Design solutions for complex engineering
problems and design system components or processes that meet the specified needs
with appropriate consideration for the public health and safety, and the cultural,
societal, and environmental considerations.
4. Conduct Investigations of complex problems: Use research-based knowledge and
research methods including design of experiments, analysis and interpretation of
data, and synthesis of the information to provide valid conclusions.
5. Modern tool usage: Create, select, and apply appropriate techniques, resources,
and modern engineering and IT tools including prediction and modeling to complex
engineering activities with an understanding of the limitations.
6. The engineer and society: Apply reasoning informed by the contextual knowledge to
assess societal, health, safety, legal and cultural issues and the consequent
responsibilities relevant to the professional engineering practice.
7. Environment and sustainability: Understand the impact of the professional
engineering solutions in societal and environmental contexts, and demonstrate the
knowledge of, and need for sustainable development.
8. Ethics: Apply ethical principles and commit to professional ethics and responsibilities
and norms of the engineering practice.
9. Individual and team work: Function effectively as an individual, and as a member or
leader in diverse teams, and in multidisciplinary settings.
10. Communication: Communicate effectively on complex engineering activities with the
engineering community and with society at large, such as, being able to comprehend
and write effective reports and design documentation, make effective presentations,
and give and receive clear instructions.
11. Project management and finance: Demonstrate knowledge and understanding of
the engineering and management principles and apply these to one’s own work, as a
member and leader in a team, to manage projects and in multidisciplinary
environments.
12. Life-long learning: Recognize the need for, and have the preparation and ability to
engage in independent and life-long learning in the broadest context of technological
change.
4
PROGRAMME SPECIFIC OUTCOMES (PSOs)
1. The graduates will demonstrate ability to design a civil engineering system, component or process to meet desired project needs. 2. Graduates will be familiar with ,modern civil engineering professional software tools and demonstrate their ability in applying them for the solution of design situations.
Scheme & Syllabus for VII & VIII Semesters B.E.-Civil Engineering (2012-2016)
VII Semester
Code Course L T P C
CV701 Design and Detailing of RC & Steel Structures
2 0 4 4
CV702 Bridge Engineering 4 0 0 4
CV703 Estimation and Specifications 4 0 0 4
CV704 Railway and Airport Engineering 3 0 0 3
CV705 Design of PSC Structures 4 0 0 4
CV708 Environmental Engg. Laboratory 0 0 4 2
CV7XX Elective 2 3 0 0 3
CV7XX Elective 3 * 3 0 0 3
Total Credits 27.0
** Note: This laboratory is awarded 2.0 credits in view of its importance in Environmental Engineering Applications
ELECTIVES OFFERED
ELECTIVE -2
Code Course L T P C
CV751 Theory of Elasticity 3 0 0 3
CV752 Design of Masonry Structures 3 0 0 3
CV753 Ecology And Environment 3 0 0 3
CV754 Traffic Engineering 3 0 0 3
ELECTIVE -3 *
CV761 Structural Dynamics 3 0 0 3
CV762 Advanced Design of RC Structures 3 0 0 3
CV763 Rural Water Supply and Sanitation 3 0 0 3
CV764 Advanced Transportation Engineering
3 0 0 3
5
* Students may take this elective either from the list of professional electives or from other electives offered by the other departments.
VIII SEMESTER B.E. CIVIL
Code Course L T P C
CV801 Seminar 0 0 2 2
CV802 Project Work 0 9 9 9
CV803 Construction Planning & Management
3 0 0 3
CV8XX Elective 4 3 0 0 3
CV8XX Elective 5 * 3 0 0 3
Total Credits 20
ELECTIVES OFFERED
ELECTIVE -4
Code Course L T P C
CV851 Finite Element Analysis 3 0 0 3
CV852 Advanced Design of Steel Structures 3 0 0 3
CV853 Environment Impact Assessment 3 0 0 3
CV854 Advanced Foundation Design 3 0 0 3
CV855 Water Resources Engineering 3 0 0 3
CV856 Urban And Rural Planning 3 0 0 3
ELECTIVE -5*
CV861 Earthquake Resistant Design of Structures
3 0 0 3
CV862 Advanced Pre-stressed Concrete Structures
3 0 0 3
CV863 Solid Waste Management 3 0 0 3
CV864 Design And Drawing of Irrigation Structures
1 0 4 3
CV865 Highway Pavement Design 3 0 0 3
* Students may take this elective either from the list of professional electives or from other electives offered by the other departments.
6
CV701 (2-0-4)4
DESIGN AND DETAILING OF STEEL AND RC STRUCTURES
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Analyze and design steel structural components PO1,PO2,PO3
CO2 Analyze and design RC structural components PO2,PO3,PO4
CO3 Understand the importance of correct detailing of steel structural components especially in terms of connection details
PO2,PO4,PO5
CO4 Learn how to transfer design details to the field to suit prevailing site conditions
PO3,PO4
C05 Calculate the quantity of materials required for a structure consisting of many structural elements
PO1,PO3,PO5
CO6 Learn bar bending details and determine total quantity of concrete and steel for a given RC structural element
PO2,PO4, PO5
PART –A - Steel Structures:
Design and Detailing of Plate girder Roof Trusses (Member Forces to be given) Grillage Foundation 20 Hrs The connections in all the above structures shall be welded connections only.
PART – B :
Reinforced Concrete Structures: Design and Detailing of Circular and Rectangular water tanks resting on ground with fixed base and without top cover Cantilever retaining walls (without surcharge) Combined footing (rectangular) slab and beam type only 32 Hrs Water tanks shall be designed as per IS 3370 part IV. The design of cantilever retaining wall and combined footings shall be by the limit state method. Text Books: Ramamrutham.S “ Design of Reinforced Concrete Structures” Dhanpath Rai & Sons – 2009
7
B.C.Punmia “Reinforced Concrete Structures” Vol IO & 2 Laxmi Publication Pvt. Ltd.. 2001 Reference Books : 1. Clyder T Morris “ Designing and Detailing of Simple Steel Structures” Little field press USA 2008 (Part 1) 2. Krishnamurthy – Structural Design and Drawing (Concrete Structures) CBS publishers, New Delhi 1985 (Part -2) 3. Krishna Raj.N “ Structural Design and Drawing Reinforced Concrete and Steel” Universities Press, Hyderabad 2009 4. IS 3370 (part 4) 1967, IS 456 -2000, IS 800-2007, SP 16, BIS New Delhi Question Paper Pattern: Two questions from Part-A of 40 Marks (15 marks for Design and 25 marks for Detailing) each, two questions from Part-B of 60 Marks (25 marks for Design and 35 marks for Detailing) each shall be set. The student has to answer one question from each part. SEE : Duration 04 hrs.
8
CV 702 (4-0-0) 4
BRIDGE ENGINEERING
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Gain fundamental knowledge about bridges-their components, types and suitability
PO2,PO3,PO4
CO2 Compute the design discharge for a given bridge site PO3,PO2,PO4
CO3 Understand the loading standards in terms if IRC and IRS specifications
PO2,PO4,PO5
CO4 Understand the types of abutments and piers – forces acting on them
PO3,PO4
C05 Learn the design of a slab culvert and pipe culvert for given IRC loading
PO1,PO3,PO5
CO6 Learn the design of T beam bridge and steel composite bridge for given IRC loading
PO2,PO4, PO5
PART-A Introduction: Definition of a bridge - Components of a bridge-Classification of bridges - Requirements of an ideal bridge- Forces to be considered for the design of bridges- IRC loading standards- Impact effect. 06 Hrs Hydraulic Design: Design discharge- Afflux, Natural waterway- Linear waterway- Economic span. 06 Hrs
PART-B Substructures: Abutments, Piers- Wing walls- Forces on substructures- Stability considerations -Empirical design. 06 Hrs Foundations: Depth of foundation-Pile and well foundation- Depth of scour. 04 Hrs
PART-C RC Slab Culverts: Design of superstructure for IRC class AA loading, 07 Hrs Pipe Culverts: Design for both shallow and deep embankment for IRC class AA wheel loading. 07 Hrs
PART-D RC T Beam Bridge: Design of slab by using Pigeaud’s curves- Design of longitudinal girders by Morice Little method for IRC class AA loading.
9
08 Hrs Composite Bridge: Design of RC slab and steel girder for equivalent loading- Design of shear connectors. 08 Hrs (Drawings of bridges providing all details shall be given as assignment) Text Books: Jhonson Victor. “Essentials of Bridge Engineering” Oxford IBH Publication 2008 (Ch 1, 4, 5 & 7) Bindra S.P. “Principles and Practice of Bridge Engineering” Dhanapat Rai Publications 2008(Ch 2, 3, 6 & 8)
Reference Books:
1. Krishna Raju N. “Design of Bridges” Oxford IBH Publication 2008 2. Jagadeesh.T.R. & Jayaram.M.A “ Design of Bridge Structure” II Edn. PHI
Learning Pvt.Ltd., 2009 3. IRC 21 !987 (Revised)
Relevant Design charts to be supplied in SEE
10
CV 703 (4-0-0) 4
ESTIMATION AND SPECIFICATION
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand the importance of estimation and specifications for a given project
PO1,PO3,PO5
CO2 Determine the quantities of various items identified in a project for given specifications
PO2,PO4,PO5
CO3 Learn long wall and short wall method and center line method for calculating quantities
PO3,PO4,PO5
CO4 Prepare estimates for typical building components PO3,PO4
C05 Learn rate analysis for standard items with given specifications
PO1,PO3,PO5
CO6 Learn different types of contract and check measurement and bill preparations
PO2,PO4, PO5
PART-A
Introduction - Different type of estimates ― Study of various drawings attached with estimates- important terms, units of measurement ― abstract ― approximate methods of estimating cost of buildings 03 Hrs
Estimating - Methods of taking out quantities and cost ― center line method ― Long and short wall method or crossing method ― Preparation of detailed and abstract estimates for the following Civil Engineering works: Buildings framed structures with flat or sloped RCC slabs and Masonry structures 08 Hrs
PART-B
Estimating; Building components: Beams ―Columns, Column Footings, stair cases and retaining walls 08 Hrs
Estimating ;- Steel trusses, A.C.Sheet and G.I.Sheet roofs, RCC slab culverts,
pipe culverts, metalled roads, C.C. trackway, premix carpeting, stabilized soil roads, manholes and septic tanks 09 Hrs
Rate Analysis - Definition and purpose ― Working out quantities and rates for the following standard items of work: earthwork in different types of soils ― cement concrete of different mixes, brick and stone masonry, flooring ― plastering― RCC works, painting, white washing and distempering 08 Hrs
11
Computation of Earthwork in cuttings and embankments for Roads and canals - Methods of computation of earthwork ― cross sections ― mid section formula ― trapezoidal or average end area or mean sectional area formula ― prismoidal formula- for different terrains 07 Hrs Specifications: Definition of specifications ― objective of writing specifications ― essentials of specifications ― general and detailed specifications of various items of work in buildings. 04 Hrs
Contracts - Types of contract ― essentials of contract agreement-legal aspects- penal provisions on breach of contract ― Definition of the terms ― Tender ― earnest money deposit― security deposit ― tender forms―documents and types― Comparative statements ― acceptance of contract documents and issue of work orders- Duties and liabilities- termination of contract― completion certificate- quality control― rights of contractor― refund of deposit― Administrative approval ― Technical sanction― Nominal muster roll― measurement books ― procedure for recording and checking measurements ― preparation of bills. 05 Hrs Text Books: Datta.B.N. “Estimating and Costing in Civil Engineering” UBS Publications 7 th Reprint - twenty sixth revised edition 2009 Chakraborti.N, “Estimating, Costing, Specification and Valuation”, published by the author, ninth edition. 1987 Reference Books: 1. Bhasin.P.L. “Quantity Surveying” S.Chand & Co., New Delhi. 2006 2. Kohli.D.D. and Kohli. R.C. A text book on “Estimating, Costing and Accounts” - S.Chand Co., New Delhi. 2008 Examination Question Pattern : PART – A [Compulsory] One Question for 40 marks shall be set from topic no. 1 and 2. PART – B Six Questions carrying 15 marks each shall be set from topics 3, 4, 5, 6, 7 and 8.
Students shall be asked to answer any four questions from part B.
12
CV704 (3-0-0) 3 RAILWAY AND AIRPORT ENGINEERING
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand the role of railways in transportation PO1,PO3,PO4
CO2 Learn gauges in railways, rail sections, tractive resistance, tractive power and hauling capacity
PO2,PO4,PO5
CO3 Understand geometric design of track, ruling gradient, super elevation and work out numerical examples
PO2,PO4,PO6
CO4 Learn the aspects of airport planning in terms of visibility, wind characteristics, run way maintenance and drainage
PO3,PO4
C05 Analyze wind data and design the runway PO1,PO3,PO5
CO6 Learn taxiway design and airport markings PO2,PO4, PO5
PART-A
Railway: Role of railways in transportation – Historical developments of railways in
India - Selection of routes- preliminary and locations surveys. 04 Hrs
Permanent way: Gauges in railways – railway track – cross sections, coning of wheels– rails, rail section– ballast– sleepers– wear on rails, rail joints – welding of rails –creep of rails– rail fixtures – calculation of quantity of materials needed for laying of tracks. Traction and tractive resistances – tractive power – Hauling capacity 08 Hrs
PART-B
Geometric Design of Track: grade– ruling gradient- minimum gradient pusher grade– speed of train– superelevation– cant deficiency– negative cant. 05 Hrs
Points and Crossing : turnout– design of turnout stations and yards– signaling and
interlocking – defects in tracks – maintenance of permanent way– track maintenance– level crossings– Indian railway standards 05 Hrs
PART-C
Airport Planning: Site selection – Aircraft characteristics- Regional planning – A brief
description of visibility, wind characteristics and noise nuisance- runway maintenance and drainage. 05 Hrs
13
Runway Design: Analysis of wind data by wind rose diagram to find out the best direction of runway - Basic patterns of runway - Length of runway – Correction to runway length by ICAO and FAA specifications. 05 Hrs
PART-D
Taxiway Design: Factors affecting layout – taxiway – Geometric design of Taxiway, turning radius of taxiways as per ICAO. Design of exit taxiway 05 Hrs
Airport Markings: Lighting and ILS & VLS 05 Hrs
Text Books: Saxena and Arora “ Railway Engineering “ Dhanpath Rai and Sons, 2005 (Ch. 1,2,3,4) Khanna, Arora and Jain “Airport Planning and Design” Nemchand and Bros, Roorkee, 2006 (Ch.5,6,7,8)
Reference Books :
1. Agarwal M.M “ Indian Railway Track” Jaico publications, Bombay – 2003
2. Kadayali and Chopra “Highway and Airport Engineering” Nemchand and Bros. – Roorkee -2005
14
CV 705 (4-0-0) 4
DESIGN OF PRE - STRESSED CONCRETE STRUCTURES
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand the necessity of HSC and HST for making of PSC structures
PO2,PO3,PO4
CO2 Apply the fundamental principles to analyze a prestressed section for resultant flexural stresses.
PO2,PO4,PO5
CO3 Understand the concept of cracking moment, loss of prestress and calculate the deflection of a prestressed concrete beam under different support conditions as per codal provisions
PO1,PO4,PO5
CO4 Calculate the ultimate flexural resistance and shear strength as per provisions of IS1343-2000
PO3,PO4
C05 Design PSC sections for given situations by limit state method
PO1,PO3,PO5
CO6 Design the end block as per codal provisions PO2,PO4, PO5
PART-A
Materials – High Strength materials Necessity ― Properties ― Stress strain characteristics. I.S. Specifications 05 Hrs
Basic Principles of Prestressing – Fundamentals– Definition ― Types of Prestressing ― Pre tensioning and Post tensioning systems ― Analysis of pre-stress ― resultant stress concept ― pressure line concept ― load balancing concept 09 Hrs
PART-B
Analysis of Sections for Flexure ― Stresses in concrete due to prestress, Self weight and imposed loads ― working loads ― Variation of stress in steel in bonded and unbonded beams ― Cracking moment. 07 Hrs Losses of Prestress – Types of losses in pre tensioning and post tensioning. Determination of losses due to various causes 07 Hrs
PART-C
Deflection of Pre-stressed Members – Short term and long term deflections ― deflections at transfer of loads and due to cable profiles, Codal limitations 06 Hrs
15
Flexural Strength and Shear Capacity – IS recommendations ―Ultimate flexural strength ― Ultimate shear resistance (bonded) ― Shear reinforcement as per IS Codal provisions. 06 Hrs
PART-D
Design of PSC Beams - Permissible stresses – Design of symmetrical and unsymmetrical sections – limiting zone 06 Hrs
Anchorage Zone and End Blocks – Transmission of prestress in pretensioning systems ― Transmission length ― Anchorage stresses in post tensioning systems – End blocks, Design of end block by IS Method 06 Hrs Text Books : Sinha.N.C. & Roy.S.K. “Fundamentals of Prestressed Concrete” S Chand. Co New Delhi. 1997 [ Ch.1,2] Krishnaraju.N “Prestressed Concrete” Tata McGraw Hill, New Delhi.2007 [Ch.1 to 14) Ninth reprint 2010 Reference Books:
1. Dayaratnam.P “ Prestressed Concrete Structures” oxford – IBH publishers - 1996
2. LiN .T.Y, Margy Burns ‘Design of Prestressed Concrete Structures. John Willey & Sons - 1981
3. IS 1343- 1980 “Design of Prestressed Concrete Structure”, BIS New Delhi.
16
CV 751 (3-0-0) 3 THEORY OF ELASTICITY
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand the mathematical representation of stresses and
strains at a point in the continuum-Generalized Hooke’s law
– strain displacement relations
PO1,PO3,PO4
CO2 Grasp the differential equation of equilibrium and boundary
conditions- principal stresses and strains in 3 dimensional
stress field
PO2,PO3,PO5
CO3 Understands the measurement of surface strains, strain
rossetes, compatibility equation in terms of strains and
Airy’s stress function
PO1,PO4,PO5
CO4 Solve two dimensional problems in rectangular coordinates like bending of a cantilever under end point load and simply supported beam under UDL
PO3,PO4
C05 Derive the strain-displacement relations, equations of equilibrium and compatibility equation in polar coordinates
PO1,PO3,PO5
CO6 Study the stress distribution under axisymmetric loading in thick discs and cylinders-rotating discs and cylinders
PO2,PO4, PO5
PART-A Introduction to Mathematical theory of elasticity – Definition of Continuum – Stress and strain at a point – Constitutive laws – Generalized Hooke’s law – Strain-displacement relations 04 Hrs Analysis of Stress: Introduction – differential equations of equilibrium – Boundary conditions – Principal stresses and principal Planes – Mohr’s Circle 05 Hrs
PART-B Analysis of Strain: Introduction - Plane stress and Plane strain – Principal planes – measurement of surface strains – Strain rossetes – Compatibility concept – need and physical significance – Compatibility equation in terms of strains – compatibility equations for plane stress and plane strain cases – Airy’s stress function – Polynominal stress functions 07 Hrs Two-dimensional Problems in Rectangular Coordinates – Bending of a cantilever beam subjected to end load and u.d.l – Simply supported beam subjected to UDL – Displacements in Cantilever and S.S.Beams 05 Hrs
17
PART-C
Two dimensional problems in polar coordinates: Strain-displacement relations – Equations of equilibrium – Compatibility equation – Stress-function 05 Hrs Stress Distribution Symmetrical About an Axis – Thick disc and cylinders – Rotating discs and cylinders 04 Hrs
PART-D Effect of Circular Holes on Stress Distribution in Plates- Subjected to Tension, compression and shear – Stress concentration factor 05 Hrs Stresses Due to a Knife Edge Load on the straight edge of a semi-infinite plate: Boussiness’s problem – Problems of wedges subjected to different load conditions 07 Hrs Text Books: Timonshenko S P and Goodier.J.N. “ Theory of Elasticity” International Students’ Education McGraw Hill Book Co Inc. New Delhi, Third edition 2007 [Ch.1,2,3,4,5,6,7,8] Sadhu Singh “Theory of Elasticity”. Khanna Publishers,New Delhi, 2007 [ Ch.2,3,4,5,6,7) Reference Books : 1. Valliappan.C “ Continuum Mechanics Fundamentals” Oxford and IBH Publishing Co.Ltd, New Delhi - 2003 2. Srinath.L.S. “ Advanced Mechanics of Solids” Tata McGraw Hill Publications Co., Ltd., New Delhi- Third edition- third reprint 2009
18
CV 752 (3-0-0) 3 DESIGN OF MASONRY STRUCTURES
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Learn different types of masonry units, properties, suitability and types of mortars as per IS 1905
PO1,PO3,PO4
CO2 Understand the possible causes of defects in masonry, factors affecting strength of masonry, and permissible stresses in masonry
PO1,PO4,PO5
CO3 Understand design parameters like effective height, slenderness ratio, load dispersion , arch action in masonry and design of lintels
PO2,PO3,PO5
CO4 Learn the design of walls subject to both axial and eccentric load as per IS 1905
PO3,PO4
C05 Design masonry buildings up to three floors as per IS 1905 and SP-20
PO1,PO3,PO5
CO6 Understand the concept of reinforced masonry and design reinforced masonry lintels and slabs
PO2,PO4, PO5
PART-A
Introduction: Types of masonry units – properties – suitability and applications-classification and properties of mortars-description of types of mortar as per IS 1905. 05 Hrs
Masonry Construction: Defects and errors in masonry constructions causes of cracks in masonry-methods of controlling and prevention of cracks in masonry. 05 Hrs
PART-B
Strength of Masonry: Factors affecting strength of masonry – unit strength, joint thickness – rate of absorption, effects of curing etc. – stresses in masonry under direct compressive force- derivation of formulae. 05 Hrs
Permissible Stresses: Permissible basic compressive stress in masonry-stress reduction factor – area reduction factor – shape modification factor-increase in permissible stresses for eccentric – vertical and lateral loads-permissible tensile stress and shear stress. 05 Hrs
PART-C
Design Considerations: Effective height of walls and columns-different cases-effective length- different design cases-effective thickness-slenderness ratio-
19
eccentricity-load dispersion in masonry- aching action-lintels – design of lintels for different design situations. 06 Hrs
Design of Structural Masonry- 1: Design of walls subjected to axial load & eccentric load 05 Hrs
PART-D
Design of Structural Masonry- 2: Design of walls with openings in different
positions-free standing wall-design of load bearing masonry buildings up to 3 storeys as per provisions of IS 1905 and SP 20. 05 Hrs
Reinforced Masonry: Applications –methods of placement of reinforcement in
masonry- flexural and compression elements- design of reinforced masonry lintels and slabs 06 Hrs Text Books: Hendry A.W. Structural Masonry, Mac Milan Education Ltd., 1990(Ch 1 – 6) P.Dayaratham- Brick and Reinforced Brick Structures – Oxford and IBH, 1987 ( Ch – 1 -8)
Reference Books: 1. SP21 Summary of IS codes on Building Materials – BIS New Delhi 2. SP20 Hand book on Masonry design and Construction BIS New
Delhi 3. IS 1905 Code of Practice for use of un-reinforced Masonry – BIS
New Delhi 4. Sinha B.P., Davies S.R. “ Design of Masonry Structures” E& FN
spon – 1997
20
CV753 (3-0-0) 3 ECOLOGY AND ENVIRONMENT
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Gain knowledge on the importance of ecosystem, structural and functional characteristics of ecosystem
PO1,PO3,PO4
CO2 Understand the fundamental principles related to energy in ecosystem
PO2,PO3,PO4
CO3 Learn the concept of bio-geo-chemical cycles and their significance
PO3,PO4,PO5
CO4 Comprehend the importance of fresh water ecology and marine ecology
PO3,PO4
C05 Understand the effect of pollution on human health and ecosystem
PO1,PO3,PO5
CO6 Understand the importance of global environmental problems
PO2,PO4, PO5
PART-A
Introduction: Environment – Definition– Components of Environment and their interaction – Ecology – Definition – Sub divisions of Ecology
04 Hrs
Concepts of Ecosystem: Structural and functional characteristics of an ecosystem – Balanced ecosystem, Biological control – Production and decomposition in nature 06 Hrs
PART-B
Principles and Concepts Pertaining to Energy in Ecological System: Fundamental principles related to energy – Energy environment – Laws of thermodynamics – Energy system – Pathways of energy in the biosphere – Concept of productivity – its measurement – Food chains/ food webs – trophic levels – trophic structure 08 Hrs Bio-Geo-Chemical Cycles: Concept of bio-geo-chemical cycles –significance – pathways of matter in the biosphere – C, N, S and P cycles 05 Hrs
PART-C Freshwater Ecology: Fresh water environment types and limiting factors – classification of freshwater organisms – Fresh water biota (Flora & Founa) Zonation in streams – Eutrophication of lakes 06 Hrs Marine Ecology: Marine environment, Marine biota, Zonaton in the area (Case study) Estuarine ecology 03 Hrs
21
PART-D Pollution and Environmental Health: Types of pollution- Effect on human health – Effects on aquatic and terrestrial systems 04 Hrs Global Environmental Problems: Acid rain – Ozone layer depletion – Green house effect – Global warming 06 Hrs Text Books: Sharma.P.D. “Ecology and Environment” Rastogi Publications, 2009 (Ch.1,2,3,4,7,8) Odum.E.P “Ecology” I.B.M.Limited, 2008 (Ch.1,2,3,4,5)
Reference Books:
1 Kormondy “Concept of Ecology”4th Edition Dorling Kindersteng (India) Pvt.ltd. 2007 2 Garg.S.K. “Environmental Engineering – Vol II” 3 Kotpal and Bali “Concepts of Ecology” Visahi Publications, Jalandhar
22
CV 754 (3-0-0) 3 TRAFFIC ENGINEERING
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand the scope of traffic engineering, formulate the fundamental principles of traffic characteristics
PO1,PO2,PO4
CO2 Do traffic parametric studies and analysis PO1,PO3,PO5
CO3 Understand traffic flow characteristics PO2,PO3,PO5
CO4 Learn the significance of accident studies PO3,PO4
C05 Understand traffic flow theories, applications of probability distributions and simulation techniques for traffic forecast
PO1,PO3,PO5
CO6 Learn the design of traffic signal as per IRC provisions PO2,PO4, PO5
PART-A
Scope of Traffic Engineering : Definition of Traffic engineering – Road user & Vehicular characteristics Power and performance of vehicle – Rolling resistance – Air resistance – Grade resistance – Acceleration and retardation – Transmission losses – Power requirements - numerical examples – Dynamic characteristics – static characteristics viz., weight of vehicle – Power of the vehicle – speed and breaking characteristics with numerical examples – Off tracking of vehicles. 06 Hrs
Traffic Parameter Studies and Analysis: Speed – Types of speeds viz., spot
speed – running speed. Overall speed – Time mean speed – Space mean speed – Uses – Methods – Presentation of speed study data with numerical examples – Relationship between time mean speed and space mean speed – Variance – Speed and Delay studies – uses – methods – Advantages - numerical examples Traffic volume Analysis 06 Hrs
PART-B Traffic Flow Characteristics: Traffic capacity studies. Traffic volume – Traffic
density – Traffic capacity – Basic capacity – possible capacity Determination of theoretical capacity of a single lane – Relationship between speed and maximum capacity – Factors affecting practical capacity. Relationship between design capacity and level of service with numerical applications 05 Hrs
Accident Studies: Objectives – causes – records – preparation of accident report –
Condition diagram – Collision diagram – Accident investigations. Analysis of individual traffic accidents – Analysis of speed from skid resistance – Collision of moving vehicle with parked vehicle – Two vehicles approaching at right angles collide – Measures for reduction in accident rates. Numerical examples. 05 Hrs
23
PART-C
Traffic Flow Theories: Definition – relationship between speed, flow and concentration – Fundamental diagram of traffic flow – Green shield theory – Lighthill and Whitham’s theory – Applications with numerical examples. Queuing theory – applications- Arrival pattern – service facility characteristics, Queuing discipline – order of service – Assumptions numerical examples. Car following theory. 05 Hrs
Probability Distributions: Normal distribution – Application – Poisson’s distribution, Significance test for observed traffic data – Chi-square test – Goodness of fit – correlation - regression analysis (linear only) for relevant problems. Sample size traffic forecast simulation technique.
05 Hrs
PART-D
Traffic Regulation and Control: Vehicle, Driver and Road Control – Traffic Regulation – One way traffic signs – Traffic markings. 05 Hrs
Traffic Signals: Vehicle actuated and synchronized signals. Signal coordination. Webster method of Design of signal and IRC method with numerical examples Traffic rotary elements, design guidelines with numerical examples Design of street lighting – road side arboriculture 05 Hrs Text Books :
Khanna & Justo, “ Highway Engineering” Nemchand Bros ,2008 (Ch.1,2,4) Kadiyali.L.R “ Traffic Engineering and Transport Planning” Khanna Publishers 7th edition 2005 (Ch.2,3,5, 6,7,8)
Reference Books :
1. Pignataro “ Traffic Engineering” Printice Hall 2. Edward K Morlok “ Introduction to Transportation Engineering and Planning”
McGraw Hill Book Co.
24
CV 761 (3-0-0) 3 STRUCTURAL DYNAMICS
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand principles of vibration and elementary components of a vibratory system
PO1,PO2,PO3
CO2 Understand the behaviour of engineering structures subjected to dynamic forces
PO2,PO3,PO4
CO3 Learn to analyze undamped and damped free vibration of a single degree of freedom system
PO2,PO4,PO5
CO4 Learn to analyze undamped and damped forced vibration of a single degree of freedom system
PO3,PO4
C05 Understand the response of SDOF to general system of loading
PO1,PO3,PO5
CO6 Learn to analyze MDOF systems PO2,PO4, PO5
PART-A
Introduction; Laws of motion, De Alembert’s Principle, Stiffness of springs in series and parallel, Mass moment of inertia, Simple harmonic motion, Definition of vibration – Parts of a vibrating system –Degrees of freedom – Types of vibration. 03 Hrs Free vibration; Undamped and damped free vibration of a single degree of freedom system – Logarithmic decrement. 06 Hrs
PART-B
Forced Vibration; Undamped and damped forced vibration of a single degree of freedom system – Steady state response, Dynamic magnification factor, response to harmonic loading 06 Hrs
Forced vibration (contd…); Rotational and reciprocating unbalance, Force transmissibility, Force transferred to foundation 05 Hrs
PART-C
SDOF subjected to base excitation; Harmonic base excitation, Vibration isolation, Vibration measuring instruments. 06 Hrs
Response of SDOF for general System of loading (undamped); Duhamel’ Integral – dynamic load factor for step, rectangular, ramp and triangular input 06 Hrs
25
PART-D
MDOF Systems: Free vibration – natural frequencies – Orthoganality principle – Eigen values and Eigen vectors, Shear buildings modeled as MDOF systems. 05 Hrs
MDOF Systems (Contd…); Forced undamped and damped vibration of shear buildings – Modal superposition method – Response to harmonic excitation only. 05 Hrs
Text Books: Mukhopadhya M. “Vibrations, Dynamics and Structural Systems” Oxford IBH Publications, 2000 (Ch. 1, 2, & 8) Mario Paz. “Structural Dynamics” CBS Publishers, 2004 (Ch. 3, 4, 5, 6 & 7)
Reference Books:
1. Clough & Penzien. “Dynamics of Structures” McGraw Hill Publishers 2004 2. Anil K Chopra. “Dynamics of Structures” PHI Publishers 2006
26
CV 762 (3-0-0)3
ADVANCED DESIGN OF RC STRUCTURES
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand the design of overhead RC tanks as per IS 3370 PO2,PO3,PO3
CO2 Learn the analysis and design silos, bunkers PO3,PO4,PO5
CO3 Understand the behavior of shells and folded plates PO2,PO4,PO5
CO4 Learn yield line analysis of slabs by equilibrium and virtual work methods
PO3,PO4
C05 Learn the analysis and design of grid slabs by approximate method
PO1,PO3,PO5
CO6 Learn to detail the above structural elements for bar bending schedule
PO2,PO4, PO5
Part-A
Design of RC overhead circular and rectangular water tanks with supporting towers 06 Hrs Design of silos and bunkers using Janssen’s Theory 06 Hrs
Part-B
Introduction to shell and folded plate roofs – their forms and structural behaviour 10 Hrs
Part-C Yield line analysis of slabs with equilibrium method and virtual work method 10 Hrs
Part-D Design of Grid Floors by approximate method 05 Hrs Design of flat slabs by Direct Design Method (with and without drops)
05 Hrs Text Books : Devadas Menon and Unnikrishnan.P “Reinforced Concrete Structures” Varghese.P.C. “Limit State Design of Reinforced Concrete Vol.II” Prentice Hall of India (P) ltd, New Delhi
27
Reference Books :
1. Jai Krishna and Jain “Plain and Reinforced Concrete Vol.II” Nem Chand Bros. Roorkee
2. Varghese P.C “ Advanced Reinforced Concrete Design” Prentice Hall of India - 2007
28
CV763 (3-0-0) 3 RURAL WATER SUPPLY AND SANITATION
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Gain knowledge on the importance of village community and need for protected water supply
PO1,PO2,PO3
CO2 Understand the reasons for spread of waterborne diseases and prevention of the same
PO2,PO3,PO4
CO3 Learn about different rural water supply systems and water treatment methods
PO2,PO4,PO5
CO4 Understand the need and methods of rural sanitation PO3,PO4
C05 Learn different methods of rain water harvesting PO1,PO3,PO5
CO6 Understands the reasons for spread of communicable diseases and control measures
PO2,PO4, PO5
PART-A
Introduction: Importance of Village community in India – Need for protected water supply – Traditional sources of water in rural areas – Investigation and selection of water sources 04 Hrs Rural Water Supply: Waterborne diseases – protection of well waters – Drinking water quality standards – Water lifting arrangements – Water supply system – BWS, MWS, PWS. 06 Hrs
PART-B Water Treatment Methods: Treatment methods - Disinfection, Deflouridation – Hardness and iron removal – water quality surveillance 06 Hrs
Rural Sanitation: Public latrine – night soil-collection and disposal – trenching and composting methods – Two pit latrines, aqua privy, W.C, septic tank – soak pit – Drainage Systems – Storm water and sullage disposal. 08 Hrs
PART-C
Rain Water Harvesting: Different methods of harvesting and precautions to be taken. 04 Hrs
29
Refuse Collection & Disposal: Garbage, ash, rubbish – collection methods – Transportation – Disposal – Composting– Dung Disposal– Bio-gas plant 06 Hrs
PART-D Communicable Diseases and Insect Control: Terminology –classifications – modes of communication – general methods of control – house fly and mosquito – life cycle – disease transmission and control measures 04 Hrs Milk Sanitation: Essential tests for milk quality – pasteurization – quality control – cattle borne disease – planning for a cow shed 04 Hrs
Text Books: Salveto “Environmental Sanitation” Mc Graw Hill, II Edition, 1970
Steel.E.W. “Water Supply and Sewerage.” Mc Graw Hill, V Edition, 1985
Reference Books: 1. Gourishekar Gosh “ Water Supply in Rural India : Policy and Programme” APH Publishing Corporation- 2006 2. Allan Greenwell “ Rural Water Supply” Bibliolife publishers
30
CV 764 (3-0-0) 3 ADVANCED TRANSPORTATION ENGINEERING
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand the fundamental principles of traffic flow, traffic characteristic measurements and their interpretation for infrastructure development
PO2,PO3,PO4
CO2 Learn the facts that influence driver behavior, particularly in relation to road safety and other related traffic characteristics.
PO2,PO3,PO4
CO3 Understand the traffic signal timing design along with urban traffic control
PO2,PO4,PO5
CO4 Learn simulation techniques for model validation PO3,PO4
C05 Understand the principles of traffic planning process-program implementation
PO1,PO3,PO5
CO6 Learn general principles of traffic assignment PO2,PO4, PO5
PART-A Highway Capacity: General – Importance of capacity in highway transportation studies – capacity for uninterrupted flow condition (HCM) – level of service factor affecting level of service. Capacity of two lane rural highway without access control – Capacity of urban street. Capacity of Rotary intersection – U.K. practice. Capacity of weaving section – manual approach. Multi weaving sections. Problems on the above. Norman method of determining signalized intersection capacity 06 Hrs
Vehicle Arrivals, Headways and Gaps: Probabilistic aspects of traffic flow-Spacing
and headway characteristics. Study of vehicle arrivals. Poission’s distribution with numerical examples. Limitation of Poission’s distribution. Gap and headway distribution. Shifted exponential distribution- Erlang distribution- with numerical examples. Pearson type – III distribution; Gap acceptance – Gap and lag – Gap acceptance study techniques, critical lag distribution of gap acceptance.
06 Hrs PART-B
Simulation of Traffic – Advantages – Steps in simulation Techniques. Model validation 05 Hrs
Transport Planning Process – Inter-dependence of the land use and traffic.
31
Systems approach to transportation planning. Stages in transportation planning. Survey and analysis of existing conditions. Forecast, Analysis of future conditions and plan Synthesis, evaluation. Programme adoption and Implementation 05 Hrs
PART-C Trip Generation – Trip purpose – Factors governing Trip generation and Attraction
on routes multiple linear regression analysis – Assumptions validity in trip generation studies. Aggregated and Disaggregated analysis. Criteria for evaluation of Regression equations, category analysis – Assumptions. Critical appraisal of category analysis techniques. 05 Hrs
Trip Distribution : Method of trip distribution, Uniform factor method, Average
factor method – Fratar method. Furness method, criticism of growth factor method, Gravity model, Calibration of gravity model, Tanner’s model, Opportunity model with relevant numerical problems
05 Hrs PART-D
Traffic Assignment : General principles – Assignment techniques – All or nothing assignment – Multiple route assignment – capacity resistant assignment – Smock method –Diversion curve with numerical examples
05 Hrs
Modal Split - Factors affecting modal split – Modal split in transportation planning process. 05 Hrs
Text Books :
Kadiyali.L.R. “Transport Planning” 7th edition, Khanna Publishers, 2006 (Ch.1,2,3,4,5,6,7,8)
Black John, “ Urban Transport planning”, Croom Helm ltd, Landon 3rd edition, 2005 (Ch.3,5,7)
Reference Books :
1. Hutchison A G ‘ Urban and Regional models in Geography and Planning John Wiley and sons, London, 5th edition, 2002 2. Drew and Thomson “Traffic Engineering and Planning”, Croom Helm ltd, London 5th edition
32
CV 708 (0-0-4) 2 ENVIRONMENTAL ENGINEERING LABORATORY
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand the method of testing water for its suitability to drinking purpose and construction purpose as per IS specifications
PO1,PO2,PO4
CO2 Understand the method of testing sewage for total solids and suspended solids
PO3,PO4,PO5
CO3 Determine chlorides and sulphates, alkalinity and acidity based on pH value
PO2,PO4,PO5
CO4 Determine the calcium, magnesium and total hardness of water
PO2,PO3,PO5
C05 Determine BOD and COD of drinking water PO1,PO3,PO5
CO6 Determine the presence of fluorides and nitrites in drinking water
PO2,PO4, PO5
List of experiments Determination of Solids in Sewage: Total Solids- Suspended Solids- Dissolved Solids- Volatile Solids- Fixed Solids – Settleable Solids
Determination of Chlorides and Sulphates, Determination of Alkalinity,
Acidity and pH. Determination of Calcium, Magnesium and Total
Hardness. Determination of Dissolved Oxygen and Determination of BOD
Determination of COD., Determination of percentage of available chlorine
in bleaching powder, Residual Chlorine and Chlorine Demand.
Jar Test for Optimum Dosage of Alum – Turbidity determination by Nephelometer Determination of Iron – Phenanthroline method Determination of
Fluorides SPANDS Method
MPN Determination. Determination of Nitrates by spectrophotometer
Determination of sodium and potassium by flame photometer
33
Reference Books :
1. Manual of Water and Wastewater Analysis – NEERI Publication 2. Standard Methods for Examination of Water and Wastewater (1995).
ARHA – Water Pollution Control Federation – American Water Works Association – Washington DC.
3. IS Standards – 2490-1974, 3360-1974, 3307-1974. 4. Sawyer.C.N. Mccarty P.L & Parkin.G.F “ Chemistry for Environmental
Engineering & Science” , Tata Mc.Graw Hill- 2009
34
CV 803 (3-0-0) 3
CONSTRUCTION PLANNING AND MANAGEMENT
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand the basic concepts of engineering economic analysis for deciding project feasibility
PO2,PO3,PO4
CO2 Learn methods for comparison of alternative project proposals
PO2,PO4,PO5
CO3 Learn linear programming as a tool for optimization by both graphical method and simplex method
PO2,PO4,PO5
CO4 Understand the concept of value engineering, time management , labor and material management, different types of contracts
PO1,PO4,PO5
C05 Learn construction planning to achieve optimum cost by CPM and PERT-gain knowledge on construction equipment
PO1,PO3,PO5
CO6 Learn work study in construction, project management and transportation problems for optimum results
PO2,PO4, PO5
PART-A
Introduction to Engineering Economics – Basic concepts of engineering Economic analysis – Micro and Macro analysis – project feasibility –economic And financial feasibility 05 Hrs
Engineering Planning Methods : Time value of money - interest formulae –present
worth – future worth - annual equivalent – rate of return and benefit cost ratio methods for comparison of alternative project proposals – break even analysis 05 Hrs
PART-B Linear Programming: Standard form of a linear programming – problem Formulation – graphical solution – simplex method – maximization and Minimization- application problems 05 Hrs Construction Industry and Management: Introduction – value engineering Time management – labor and material management – contract and contractor – organization and administration 05 Hrs
PART-C Construction Planning: Introduction – time estimates – Bar and Milestone
Charts – CPM and PERT network analysis – cost analysis – direct cost indirect cost – total cost – optimum cost – optimum duration of project
07 Hrs
35
Construction Equipment: Introduction – factors for selecting equipment – economic life of equipments - various earth moving equipments – hoisting equipments – trenching machines. 07 Hrs
PART-D
Work Study in Construction, Project control during construction – Project supervision - safety measures 02 Hrs Transportation Problems: Introduction – Mathematical formulation Optimal solution of transportation problems – methods for initial basic feasible solution – summary of methods of initial BFS – North west corner method – Lowest cost entry method – Vogel’s approximation method –optimality test – Degeneracy in Transportation Problems 06 Hrs Text Books: Subramaniam.K “Construction Management” , Anuradha Publishers, Madras, 1989 (Ch. 1 – 5) Peurifoy, R L “Construction Planning equipments and methods” McGraw Hill Publications 3rd edition,1985 (Ch.6,7 & ) Reference Books : 1. Mahesh Varma “Construction Planning and Management” Metropolitan Book Co. Delhi 1982 2. Sharma.S.D. “Operation Research” Khanna Publishers, New Delhi 1980
36
CV 851 (3-0-0) 3 FINITE ELEMENT ANALYSIS
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand the importance and scope of finite element method of structural analysis
PO1,PO3,PO5
CO2 Understand finite element modeling, displacement functions, element coordinates and global coordinates for one dimensional elements
PO2,PO3,PO4
CO3 Learn two dimensional truss element and solution of 2 D truss problems
PO2,PO3,PO5
CO4 Understand beam element and analysis of continuous beams PO3,PO4
CO5 Learn the application of 2D frame elements PO3,PO4
CO6 Learn analysis of 2D plane stress and plane strain problems PO3,PO4
PART-A
Prerequisite: CV 751 Theory of Elasticity
Introduction: Basic concepts and background review – stress-strain relations and strain displacement relations – matrix displacement formulation – energy concepts – equilibrium and energy methods for analyzing the structures – Rayleigh-Ritz and Gaelrkin’s methods – simple applications in structural analysis. 06 Hrs
Fundamentals of Finite Element Method: Introduction, Finite Element Modeling - Displacement functions – element coordinates - Global co-ordinates – Displacement functions for 1-D element and simple problems 06 Hrs
PART-B Analysis of Pin Jointed Frames: 2-D truss element and its application to simple
truss problems 04 Hrs Continuous Beams and Stiff Jointed Frames: Euler – Bernouli beam element –
Hermitian interpolation function – generation of stiffness matrix and nodal load vector – Analysis of Continuous beams 06 Hrs
PART-C 2 D Frame Element: 2 D Frame Elements - Solution of simple stiff jointed Frames (maximum of three kinematic degrees of freedom) 04
Hrs
Analysis of 2-Dimensional Plane stress / Plane Strain Problems : Introduction – finite element modeling – different types of triangle and quadrilateral elements, their
37
characteristics and suitability for applications – polynomial shape functions – Lagrange’s interpolation - compatibility and convergence requirements of shape functions – element strains and stresses – element stiffness matrices, nodal load vector - application of CST, LST and quadrilateral elements for some simple problems 06 Hrs
PART-D Isoparametric Elements, Numerical Integration and Higher Order Elements :
Isoparametric, superparametric and subparametric elements –necessity – description of solution process using Isoparametric elements –characteristics of Isoparametric quadrilateral elements – computation of stiffness matrix – numerical integration – convergence criteria for Isoparametric elements 06 Hrs
Axi – Symmetric Elements: Introduction – Axis – Symmetric Elements and formulation of axis symmetric triangular toroidal elements. Introduction to 3 D finite elements 04 Hrs Text Books: Krishnamoorthy.C.S “Finite Element Analysis”, Theory and Programming II Edition, 1994 Rajashekaran, “Finite Element Analysis in Engineering Design”,Wheeler publisher -2008. Reference Books: 1. Chandru Patla.T.R, Belegundu. A.D., “Introduction to FEM”, 3rd edition, Prentice Hall -2009. 2. Mukhopadyaya. M “Matrix, Finite Element, Structural Analysis”, Oxford & IBH.Publishers 3. Robert D. Cook “Concept and Applications of Finite Element Analysis” John Wiley & Sons inc
38
CV 852 (3-0-0) 3 ADVANCED DESIGN OF STEEL STRUCTURES
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Evaluate fully plastic moment of simply supported beams, effect of partial fixity and invariance of collapse load
PO1,PO3,PO4
CO2 Learn the application of principle of virtual work, method of combined mechanism, determination of plastic collapse load
PO2,PO3,PO4
CO3 Learn minimum weight design theories, application to design of fixed and continuous beams, portal frames
PO1,PO4,PO5
CO4 Learn design of laterally unsupported built up and encased beams
PO3,PO4
C05 Understand design of open web beams and moment resistant connections
PO1,PO3,PO5
CO6 Understand unsymmetric bending and design of tubular structures
PO2,PO4, PO5
PART-A
Introduction , Basic principles of design – Stress strain relationship for mild steel –
evaluation of fully plastic moment for mild steel beams – Plastic hinges – Shape factors and plastic moment – fixed and simply supported beams – effect of partial fixity – Rectangular portal frames – gable frames –Invariance of collapse load. 06 Hrs
Statement of Theorems: Application of principle of virtual work – Partial and over complete collapse – Trial and error method – Method of combined mechanisms – plastic moment distribution method and other methods of determining plastic collapse load – estimation of deflection – factors affecting fully plastic moment 06 Hrs
PART-B Minimum Weight Design Theories Application of theorems and methods of solution – Plastic analysis applied to the design of fixed and continuous beams – portal and gable frames. 04 Hrs
Design of Laterally Unsupported Beams: Design of built up beams. Design of encased beams 03 Hrs
PART-C Design of Open Web Structures, Advantages, Design Methods, Design of open web beams 05 Hrs
Moment Resistant Connections large moment resistant connections – semi – rigid connections and behavior of semi – rigid connections – beam line method – modified
39
slope deflection method – modified moment distribution method. 06 Hrs
PART-D
Non Symmetrical Bending: Principal Axes of a Section – stress due to unsymmetrical bending – deflection of beams under unsymmetrical bending – design of purlins subjected to unsymmetrical bending 06 Hrs
Tubular Structures – Introduction – permissible stresses – Tube columns and compression members – Tube tension members – design of members of tubular roof truss for given member forces and their combinations – joints in tubular trusses – design of tubular beams and purlins 06 Hrs Text Books: Subramanyan.N “Design of Steel Structures” Oxford University Press, USA, 2003 ( Ch. 1 to 6 )- Duggal.S.K. “Design of Steel Structures” IIIrd Edn. Tata Mc Graw Hill, 2008 (Ch. 5 - 8 )
Reference Books:
1 Segui. “Design of Steel Structures” Thomson Publishers- 2009 2. Negi.L.S, “Design of Steel Structures” Tata Mc Graw Hill -2008 3. IS 800- 2007, BIS, New Delhi
40
CV 853 (3-0-0) 3 ENVIRONMENT IMPACT ASSESSMENT
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand the concept of sustainable development and ecological factors
PO1,PO3,PO4
CO2 Learn step-by-step procedure for conducting EIA PO2,PO3,PO5
CO3 Understand objectives, scope and methodologies of EIA for developmental projects
PO2,PO4,PO5
CO4 Learn EIA guide lines for developmental projects, rapid and comprehensive EIA
PO3,PO4
C05 Understand the need of public participation in environmental decision making
PO1,PO3,PO5
CO6 Prepare EIA for typical highway project, nuclear project and mining project
PO2,PO4, PO5
PART-A
Sustainable development and ecological factors EIA – EIS – FONSI – Need for EIA Studies – Baseline Information 05 Hrs
Step-by-step procedures for conducting EIA, Limitations of EIA 05 Hrs PART-B
Frame work of Impact Assessment – Developmental projects –environmental setting – objectives and Scope of EIA – Contents of EIA –methodologies – techniques of EIA. 08 Hrs Assessment and prediction of impacts on attributes: Air, Water, Noise, Land ecology, Soil, Cultural and Socio-economic Environment
05 Hrs PART-C
EIA guidelines for developmental projects, Rapid and comprehensive EIA 05 Hrs Public Participation in Environmental Decision making – Practical Considerations in preparing Environmental Impact Assessment and Statements 05 Hrs
41
PART-D
Simple methods for impact identification: Matrices – networks and check lists 04 Hrs EIA for water resource developmental projects, highway projects:
Thermal and Nuclear power plant projects –mining projects (Coal, Iron ore) 05 Hrs
Text Books: Jain, R.K., Urban.L.V Staceyers “Environmental Impact Assessment”, Mc Graw Hill, New York, 1993 (Ch.1,2,3,4,5,7,8) Anjaneyalu, Y., ‘Environment Impact Assessment Métrologies’ B.S. Publications Hyderabad,2007 (Ch.4,5,6,7,8)
Reference Books: 1. Guidelines for EIA of developmental Projects Ministry of Environment and Forests, GOI. 2002 2. Canter,L.W., “Environment Impact Assessment” - McGraw Hill Publication 2008
42
CV854 (3-0-0) 3 ADVANCED FOUNDATION DESIGN
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand factors affecting bearing capacity and settlement of foundation, considerations in the selection of foundation depth in case of shallow foundations
PO1,PO3,PO4
CO2 Design isolated footing, combined footing, strap footing and proportioning of raft footing
PO2,PO3,PO5
CO3 Understand need for pile foundation, efficiency of piles, construction of drilled piles
PO2,PO4,PO5
CO4 Understand types of caissons and design aspects of caissons PO3,PO4
C05 Learn design aspects of well foundations PO1,PO3,PO5
CO6 Learn identification of expansive soils, foundation treatment, design of machine foundations
PO2,PO4, PO5
PART-A Shallow Foundations: Presumptive bearing capacity according to BIS – Factors affecting bearing capacity and settlement – Factors influencing selection of depth of foundation – Problems on settlement 05 Hrs Shallow Foundation (Contd...): Principles of design of footings _ Design of Isolated footing – Combined footing – Strap footing – Strip footing and raft (proportioning only) 06 Hrs
PART-B Pile Foundation: Pile groups – Number of piles and spacing – group capacity of piles – group efficiency of piles – settlement of piles – negative skin friction and under reamed piles. 05 Hrs Drilled Piers: Introduction – Construction – Advantages and disadvantages of drilled piers 05 Hrs
PART-C Caissons: Introduction – Types of Caissons – Design aspects of caissons – Construction of open, pneumatic and floating caissons – their advantages and disadvantages – Stability of floating caissons 05 Hrs
43
Well Foundation: Shapes of wells – components of well foundation and their design aspects – forces acting on a well foundation – Sinking of wells – causes and remedies of tilts and shifts 05 Hrs
PART-D Foundations on Expansive Soils: Introduction – definition – Mineral structure – identification of expansive soils – foundation treatment for structures on expansive soils 05 Hrs Machine Foundations : Introduction – Types of machine foundations –Basic definitions – Degrees of Freedom of a block foundation – general criteria for design of machine Foundation - free and forced vibrations – vibration analysis of a machine Foundation – Determination of natural frequency - vibration isolation and control 06 Hrs Text Books: Arora.K.R. “ Soil Mechanics and Foundation Engineering” Standard Publishers Distributors, Delhi, Fifth edition 2001 ( Ch.1,2,3,4,5,6,8) Gopal Ranjan & Rao. A.S.R “ Basic and Applied Soil Mechanics” New Age International Publishers, 2nd edition 2006 ( Ch.1,2,3,6,7,8) Reference Books:
1. Punmia.B.C, Ashok Kumar Jain, Arun Kumar Jain “ Soil Mechanics and Foundations” Laxmi Publications (P) ltd, 16th edition Oct. 2008 (Ch.1,2,3,6,8)
2. Venkataramaiah.C “ Geotechnical Engineering” New Age International Publishers, 3rd edition 2006 (ch.1,2,3,5,6,8)
44
CV855 (3-0-0) 3 WATER RESOURCES ENGINEERING
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand scope of water resources engineering, economics in water resource planning, need for conserving water resources
PO1,PO2,PO3
CO2 Learn the concept of water law in terms of riparian rights, permit system and water codes
PO2,PO3,PO4
CO3 Calculate design floods and probable maximum flood for multipurpose projects
PO2,PO4,PO5
CO4 Learn the aspects of engineering economy in water resources projects, principle of optimization in planning
PO3,PO4
C05 Understand the principles of planning for water resources development and functional requirements of multipurpose projects
PO1,PO3,PO5
CO6 Understand the objectives of integrated water resource development, Perspective of Himalayan and Peninsular rivers of India, organization of water resources development
PO2,PO4, PO5
PART-A
Introduction : Fields of water resources engineering – Economics in Water resource planning – Social aspects – Planning of water resources surveys – Water resources of the world – Water resources in India – Water demand for various purpose – Need for conserving water resources 05 Hrs Water Law : Riparian right – Appropriative rights – Permit system – Water codes – Ground water laws- Inter state problems – International problems 04 Hrs
PART-B
Floods : Importance of flood studies – Definition of flood – Causes of floods – Factors affecting flood flow – Estimating the magnitude and frequency of floods – Empirical formulae – Rational method – Envelope curve – Unit hydrograph method and probability methods – Design floods – Standard project flood and probable maximum flood. 06 Hrs Engineering Economy in Water Resources Projects: Introduction – Steps involved in economy study – Economics of combined flood projects and multipurpose projects – Principle of Optimization in planning – Capital budgeting 05 Hrs
45
PART-C Planning for Water Resources Development: Definition of Planning – Levels of planning – Phases of planning – Objectives of Planning – Project Formulation – Project evaluation – Environmental aspects in planning – System analysis – Pitfalls in Planning 06 Hrs Multipurpose Projects: Functional requirements – Compatibility of multipurpose uses – Cost Allocation to various uses in multipurpose projects planning – Component parts of a multipurpose river basin development – Operation of multipurpose reservoirs – Water shed management – Small dams v/s big dams – Economic height of a dam 05 Hrs
PART-D Integrated Water Resource Development: Main Objectives – Secondary objectives like reclamation of water logged areas – Control of overdraft of ground water – Salt water intrusion etc – Aspects of integrated and conjunctive use of water and their constraints – A brief description of perspective water resources development of Himalayan and Peninsular rivers of India 06 Hrs Organisation of Water Resources Development : Present administrative structures – problems involved therein – Organizational setup for execution of water resources development and river basin development 05 Hrs Text Books:
Subramanya.K “Engineering Hydrology” Tata McGraw-Hill Publishing Company Ltd., New York, 2008 Linsley.K and Frozini.J.B “ Water Resources Engineering’ International Students Edition, McGraw Hill Kogakusha Ltd., Reference Books:
1. Garg. S.K “ Hydrology and Water Resources Engg” Khanna Publishers, New Delhi, India 2 Gupta.B.L & Amith Gupta “Water Resources Systems and Management” Standard Publishers & Distributors, Delhi
46
CV 856 (3-0-0) 3 URBAN AND RURAL PLANNING
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Get exposed to the problems prevailing in both rural and urban India.
PO2,PO3,PO4
CO2 Understand the physical, social, economic, environmental, ecological, infrastructural and institutional dimensions in rural settlements, towns and cities.
PO2,PO3,PO5
CO3 Understand the processes of planning in general and transportation planning in particular.
PO2,PO4,PO5
CO1 Understand the history of ancient planning and hence get a pathway to develop new cities using modern planning concept
PO1,PO3,PO4
CO2 Analyze the problems prevailing in both rural and urban areas.
PO2,PO3,PO4
CO3 Understand the norms, procedures, legislation in planning. PO2,PO3,PO5
PART-A
History and Development of Settlement Planning – Introduction – Early civilizations – Egyptian cities – Greek cities – Roman cities – Medieval cities – Renaissance cities 04 Hrs Planning in Ancient India: Indus Valley Civilization – The Buddhist
period – Mauryan period and the Gupta period – India during the medieval and Renaissance period 03 Hrs
PART-B
The Industrial Revolution and Urban Planning : The Garden city concept – Satellite Towns – Philosophy of Patrick Geddes – Le Carbusier – C.A. Doxiades – Evolution of cities 05 Hrs Principles and Processes of Planning: Introduction – Types of planning – Types of surveys – Concept and objectives of Zoning 05 Hrs
PART-C Planning Theory: Land use theories – Descriptives – Exploratory and Speculative theories – Master Plan and land uses 06 Hrs Transportation Planning: Classification and hierarchy – Recommendations for design of roads – Traffic flow characteristics - Transport Surveys and Parking Surveys 06 Hrs
47
PART-D
Rural Planning : Definition – Surveys – Development plan for a village – Problems of rural housing – Areas of development – Socio Economic aspects of housing 07 Hrs Legislation in Planning: Objectives of Development Controls – Technical considerations for formation of Building Bye-laws – Urban local bodies – Public health and sanitation – Public works and public utilities – Education and Social Welfare Development – Administrative and General Functions – Obligatory and Discretionary functions 06 Hrs Text Books: Abir Bandyapadhyay “ Text Book of Town Planning” Books and Allied (P) ltd, Calcutta, India 2000 ( Ch.1,2,3,4,5,6,8) Rame Gowda. K.S “ Urban and Regional Planning”, Prasaranga, University of Mysore, Mysore, 1986 ( Ch.7) Reference Books: 1. Arthur.B.Gallion Simon Eisner “ The Urban Pattern” CBS Publishers and Distributors, New Delhi, 1998 2. Rangawala.S.C., Rangawala P.S & Rangawala.K.S “ Town Planning” Charotar Publishing House, Anand, India, 1987
48
CV 861 (3-0-0) 3
EARTHQUAKE RESISTANT DESIGN OF STRUCTURES (Prerequisite: CV 761 Structural Dynamics)
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand earthquake phenomenon, engineering seismology and seismic zoning of India
PO1,PO2,PO3
CO2 Learn the application of ground motion measuring instruments
PO2,PO3,PO4
CO3 Understand meaning and need of seismic hazard assessment, deterministic and probabilistic approaches
PO2,PO3,PO5
CO4 Understand response of structures to ground motion, construction of response spectrum
PO3,PO4
C05 Learn response spectrum analysis by different methods, concepts of earthquake resistant design
PO1,PO3,PO5
CO6 Understand seismic analysis of RC buildings and masonry buildings
PO2,PO4, PO5
PART-A
Introduction; Development of Earthquake engineering-Global and Indian scenario, Earthquake phenomenon- seismo/plate tectonics Engineering Seismology-basic terms and definitions, Intensity, Magnitude, Seismic zoning of India, Liquefaction–Causes and remedial measures. 04 Hrs
Earthquake/Ground motion Parameters: Ground motion measuring instruments, Strong ground motion, Parameters of strong ground motion, Characteristics and estimation of strong ground motion parameters. 05 Hrs
PART-B
Seismic Hazard Assessment; Meaning and need of seismic hazard assessment, Deterministic approach, Guutenberg recurrence law, Poisson’s probabilistic model 04 Hrs Response of structures to ground motion; Response to ground displacement/ Acceleration Response spectrum-Definition, construction and application 04 Hrs
PART-C
Response spectrum analysis: Analysis by modal superposition method, Absolute sum method, square root of sum of squares (SRSS) method, Response spectrum analysis 07 Hrs
49
Concepts of Earthquake Resistant Design; Causes of damage, planning and architectural consideration and concept – philosophy and principles of earthquake resistant design. 04 Hrs
PART-D
Seismic Analysis of RC Buildings; Lateral load resisting elements in RC structure, Lateral load analysis as per IS 1893, Centre of mass, Centre of rigidity, base shear, Ductile detailing in RC structures as per IS: 13920-1993.
07 Hrs
Seismic Analysis of Masonry Buildings; Lateral load resisting elements in masonry structures, Behaviour of unreinforced and reinforced masonry walls, Lateral stiffness of wall with and without openings. 07 Hrs Text Books: Chopra A.K, “Dynamics of Structures”, Prentice Hall, India, 2003(Ch 1-3) S.K. Duggal “Earthquake Resistant Design of Concrete Structures”, Oxford university press, New Delhi, 2009
Reference Books: 1. Pankaj Agarwal & Manish Shrikhande, “Earthquake Resistant Design of
Concrete Structures”, Prentice Hall of India . New Delhi, 2006. 2. Ghosh S.K, “Earthquake Resistant Design of Concrete Structures”, SDCPL-
R&D center, New Delhi, 2005 3. Kramer “Geotechnical Earthquake Engineering” Pearson education, India. 4. IS: 1893-2002, IS: 4326-1993, IS: 13920-1993 5. Pouley and Priestly, “Earthquake Resistant Design of RC structures, John
Wiley. 2004
50
CV 862 (3-0-0) 3
ADVANCED PRESTRESSED CONCRETE STRUCTURES
PART-A Course Outcomes (COs) At the end of the course the student will be able to
CO1 Understand the application of prestressing to indeterminate structures
PO1,PO3,PO4
CO2 Learn the design of end blocks by Magnel and Guyon methods for post tensioned members
PO2,PO3,PO4
CO3 Calculate ultimate shear resistance, design shear reinforcement and torsional reinforcement
PO2,PO4,PO5
CO4 Design composite beam for strength and serviceability requirements
PO3,PO4
C05 Design tension and compression members as per codal requirements
PO1,PO3,PO5
CO6 Design grid slabs and pre cast elements as per codal provisions
PO2,PO4, PO5
Pre-stressed Indeterminate Structures
Continuous beams – Analysis for secondary moments – Linear transformation and concordant cable profile – Guyon’s theory 05 Hrs Anchorage Zone Stresses in Post Tensioned Members Introduction – stress distribution in end block – anchorage zone stresses – Magnel’s and Guyon’s methods – comparative analysis –anchorage zone reinforcement. 05 Hrs
PART-B Shear and Torsional Resistance Shear and principal stresses – ultimate shear resistance – design of shear Reinforcement – torsion – design of torsional reinforcement – combined shear And bending 05 Hrs
Composite Beams Introduction – composite structural members – types of composite constructions – analysis of stresses – differential shrinkage – deflection –serviceability limit states – deflection and cracking - flexural strength – shear strength 05 Hrs
51
PART-C
Tension Members Introduction – ties – pressure pipes – fabrication – analysis and design procedure for cylindrical containers and design specifications of ring beam 05 Hrs
Compression Members Introduction – columns – short and long columns – biaxially loaded columns – design procedure 05 Hrs
PART-D
Slab and Grid Floors Floor slab types – design of one way and two way slabs – flat slabs as per IS specifications – Design of grid floors 06 Hrs
Pre Cast Elements PSC poles – manufacturing – shape and sectional properties – design loads and principles of design – railway sleepers – manufacturing – design loads and principles of design – PSC pavements – slab and wall panels 06 Hrs
Text Books:
Lin T.Y and Burns.H, “Design of Prestressed Concrete Structures”, John Wiley and Sons, 2000 (Ch. 1,2) Krishnaraju.N, “Prestressed Concrete”, Tata McGraw-Hill, 2007 (Ch.1 to 8) Reference Books:
1. Dayaratnam.P, “Prestressed Concrete Structures”, Oxford and IBH Publishers – 2004 edition 2. Pandit.G.S and Gupta.S.P, “Prestressed Concrete”, CBS publishers-2000 3 IS 1343- 1980 Design of Prestressed Concrete Structure, BIS New Delhi.
52
CV 863 (3-0-0) 3 SOLID WASTE MANAGEMENT
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand the scope and importance of solid waste management
PO2,PO3,PO4
CO2 Understand the sources, classification and characteristics of solid waste
PO2,PO4,PO5
CO3 Learn different methods of collection and transportation of solid waste
PO2,PO3,PO5
CO4 Learn different methods of treatment of solid waste like incineration and composing
PO3,PO4
C05 Learn sanitary land filling, site selection and design PO1,PO3,PO5
CO6 Learn different disposal methods of solid waste, recycling and reusing of solid waste
PO2,PO4, PO5
PART-A Introduction: Definition – Land Pollution – Scope and importance of solid waste management– Functional elements of solid waste management 05 Hrs Introduction – Contd. Sources, Classification and characteristics – Municipal, commercial and industrial methods of quantification Collection: Systems of collection – Collection equipment – Garbage chutes 06 Hrs
PART-B Transportation - Transfer stations – Baling and compacting, route optimization techniques Treatment / Processing Techniques: Components separation – Volume reduction 06 Hrs Treatment / Processing Techniques Contd... Size reduction – Chemical reduction and biological processing Incineration: Process – 3 T’s factors affecting incineration process 05 Hrs
PART-C Incineration contd... Incinerators – Types – Prevention of air pollution – Pyrolysis – Design criteria for incineration Composing: Aerobic and anaerobic composting – Factors affecting composting 05 Hrs
53
Composing contd...Indore and Bangalore processes – Mechanical and semi mechanical composting processes – Vermicomposting Sanitary Land Filling: Different types – Trench area – Ramp and pit Method. 05 Hrs
PART-D Sanitary Land Filling Contd...Site selection – Basic steps involved – Cell design – Prevention of site pollution – Leachate and gas collection and control methods – Geosynthetic fabrics in sanitary landfills Disposal Methods: Open dumping – Selection of site – Ocean disposal – feeding to hogs 05 Hrs Disposal Methods Contd...Biomedical wastes and disposal Recycle and Reuse: Material and energy recovery operations – Reuse in other industries – Plastic wastes – Environmental significance of reuse 05 Hrs Text Books: Integrated Solid Waste Management : Tchobanoglous : Mc. Graw Hill, 1970, I Edition Sasi Kumar.K, Sanoop Gopikrishna “Solid Waste Management” PHI Learning Pvt.ltd, 2009 Reference Books: 1. Pavoni J.L “Hand book on Solid Waste Disposal” - 1973 2. Peavy and Tchobanoglous “Environmental Engineering” 1985 3. Biomedical waste handling rules – 1998
54
CV 864 (1-0-4) 3
DESIGN AND DRAWING OF IRRIGATION STRUCTURES
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Gain fundamental knowledge of irrigation structures such as overflow gravity dams, different types of earthen dams and canal sections
PO1,PO2,PO3
CO2 Design head and cross regulators for given details PO2,PO4,PO5
CO3 Design canal drop for given details PO2,PO3,PO5
CO4 Design direct sluice for a canal and tank sluice fro given details PO3,PO4
C05 Prepare detailed drawings for the above structures PO1,PO3,PO5
CO6 Prepare detailed estimate using detailed drawings for the above structures
PO2,PO4, PO5
PART – A 14 Hrs Preparation of Drawings for given design details of : Overflow Section of Gravity Dams – Sections of earth dams of Homogeneous fill – zonal embankment – Diaphragm types with drainage plans – Sections of Canals – different conditions, in cutting, in banking and partly in cutting and partly in banking
PART – B 28 Hrs
Designs and Drawings for : Surplus Weir with stepped type of aprons – Tank Sluice – Direct Sluice – Head Regulator – Cross regulator – Canal Drop (Notch type). Question Paper Pattern: In the examination two questions are to be set from PART-A for 20 marks and two questions from PART-B for 80 marks( 20 marks for design and 60 marks for drawing) Student is expected to answer one question from each part. The duration of SEE is 04 hrs. Text Books: Murthy C.S. “ Design of Minor Irrigation and Canal Structures” Wiley Eastern ltd, New Delhi (Part A) 2000 edition [Ch. Part A, Part B) Leliavasky.S “ Design Text Book in Civil Engineering ‘ Oxford and IBH Publishing co., Pvt. Ltd, New Delhi (Part B) 1996 edition
55
Reference Books : 1. Sehgal P.P. “ Design of Irrigation Structures” Khanna Publishers, New Delhi. 1998 2. Varshney “ Hydraulic Structures:, Nem Chand and Bros, Roorkee, 1999
56
CV 865 (3-0-0) 3 HIGHWAY PAVEMENT DESIGN
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Understand the desirable characteristics of rigid and flexible pavements
PO2,PO3,PO4
CO2 Grasp the fundamental causes of distress of distress, design life and reliability of pavements
PO2,PO4,PO5
CO3 Compute the stresses in pavements by Boussinesq’s theory and Burmister’s theory
PO2,PO3,PO5
CO4 Understand design wheel load, relation between wheel load and vertical load and concept of ESWL
PO3,PO4
C05 Design flexible pavement by different methods for airfield and highway applications
PO1,PO3,PO5
CO6 Design rigid pavements as per IRC 58-2002 PO2,PO4, PO5
PART-A
Pavement Design: Desirable characteristics – Basic difference between highway and Airfield pavement – Design process and strategies – Functions of sub base, base and surface course – Comparison between flexible and rigid pavements 05 Hrs
Types of Distress: Structural and functional causes Relationship between serviceability and age
Principles of optimization of design - Factors affecting design viz., Design life reliability – Traffic factors – Climatic factors – Sub grade strength and drainage 05 Hrs
PART-B Stresses in Homogeneous Mass: Assumptions – Boussinesq’s theory – limitations Burmister’s theory- Assumptions – limitations. Three layer analysis, Assumptions, design procedure with relevant numerical examples 05 Hrs
Wheel Load: Design wheel loads - Relationship between wheel load and vertical stress – Contact pressure – Tyre-pressure- ESWL concept – Détermination based on stress and deflection criteria – Repetitions of load and concept of EWL – McLeod method – Damaging effect of axle load, numerical examples 06 Hrs
57
PART-C
Flexible Pavement Design Methods for Air Field and Highway Pavement Fundamental assumptions – Mcleod method – Development – principles and design steps with numerical example 06 Hrs Kansas Method: Kansas method and design steps with numerical examples – California Resistance value method – principles – Design procedure with numerical examples – CBR method of design ( IRC37 – 2001), numerical examples limitations of CBR method 05 Hrs
PART-D
Design of Rigid Pavement : Design principles – Factors affecting the design – Wheel load and repetition – Properties of sub grade – Properties of concrete – External conditions – Joints – Reinforcement – Analysis of stresses – Westergard’s Analysis – Modified Westergaurd, Tellar & Sutherland equations – estimation of critical stresses through charts – Load, temperature stresses – combination of stresses. IRC 58 – 2002 method of design – design steps – numerical examples 05 Hrs Joints in Pavement Slabs: Design of reinforcement – Design of joints Requirements of joints – Types of joints – Expansion joint – Contraction joint – Warping joint – Construction joint – Longitudinal joint – Spacing of joints – Design of Dowel bars – numerical examples 05 Hrs Text Books:
Khanna & Justo “ Highway Engineering “ Nemchand Bros. 2007 (Ch.1,2,3,4,5) Kadiyali and Dr.Lal N.B. “Highway Engineering” Khanna Publications Delhi 6 7th edition 2004. (Ch.6,7,8)
Reference Books: 1. Yoder E J & Witezack, “ Principles of Pavement Design”, 2nd edition, John Wiley and Sons. 2000 edition. 2. IRC : 37 – 2001, Design of Flexible Pavement 3. IRC : 38 – 2002, Design of Rigid Pavement
58
CV801 SEMINAR
Course Code : CV801 CIE: 50 No. of Project Hours / Week : 2
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Be aware of the developments in the field of civil engineering in general
PO1,PO2,PO3
CO2 Communicate with the peers and the faculty on topics of technical interest
PO2,PO3,PO4
CO3 Prepare to take up higher studies or research work PO2,PO4,PO5
CO4 Collect the information from various sources and present the same effectively
PO3,PO4
C05 Overcome problems of stage fear through the process of oral presentation
PO1,PO3,PO5
CO6 Enhance confidence level by focusing the attention on a given topic
PO2,PO4, PO5
Seminar on current topics of Civil Engineering shall be presented before a committee comprising the faculty constituted by the HOD. The seminar marks shall be awarded by the committee. Students shall submit the seminar report in the prescribed standard format, one week before presentation.
59
CV802 PROJECT WORK
Course Code : CIE : 100 SEE : 100 No. of Project Hours / Week : 18 Exam Hours: 03
Course Outcomes (COs) At the end of the course the student will be able to:
CO1 Identify the problems in the civil engineering domain to carryout project work
PO1,PO2,PO3
CO2 Understand the sources of information pertaining to identified problem/field to carry out the project work
PO2,PO3,PO4
CO3 Define the objectives, scope and limitations of the project PO3,PO4,PO5
CO4 Acquire the communication and technical skills through the evaluation process involved in the project work
PO1,PO3,PO4
CO5 Gain comprehensive knowledge and also competence to face any extreme problems in the field of civil engineering.
PO2,PO3,PO4
CO6 Analyze and interpret engineering problems in the desired manner.
PO1,PO4,PO5
The Project report shall be presented in the following form:
1. Definition of the problem 2. Exhaustive literature survey 3. Experimental work / Analysis / Design, based on the type of the
problem. 4. Results and discussion 5. Conclusions, scope for further work 6. References.
The Project Report in four copies shall be submitted in the prescribed standard format to the HOD, after certification by the concerned guide and HOD. CIE marks shall be awarded by the committee headed by HOD and members comprising the Guide and one subject expert after conducting the viva-voce examination.