geotechnical engineering ii course code : cv61 · pdf fileterzaghi’s and brinch...
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1
Course Code : CV61 Credits : 4
L:P:T:S : 4:0:0:0 CIE Marks : 50
Exam Hours : 03 SEE Marks : 50
Hours/Week : 04 Total hours : 52
Course Objectives:
1. To enable the students to acquire the knowledge of sampling and exploration techniques,
2. To find stresses at any point due to surface loading
Course Outcomes: At the end of the course the student will be able to
Course Outcome
CO 1 Explain soil exploration and sample the soils
CO 2 Determine seepage loss and check stability of slopes
CO 3 Compute stresses below foundation due to surface loading
CO 4 Carryout stability check of slopes and earth retaining structures
CO 5 Design simple footings for strength and serviceability criteria
CO 6 Compute the settlement analysis.
Mapping of Course outcomes to Program outcomes:
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 1 2 2
CO2 2 1 3
CO3 3 2 1
CO4 3 1 2
CO5 3 1 3
CO6 1 3 2
GEOTECHNICAL ENGINEERING – II
2
Unit Content Hours Co’s
1 SUBSURFACE EXPLORATION: Importance of exploration program,
Methods of exploration: Boring, Seismic refraction method of
geophysical exploration, Types of samples - undisturbed, disturbed and
representative samples, Samplers, sample disturbance, area ratio,
Recovery ratio, clearance, Stabilisation of boreholes - Typical bore
log. Number and depth of borings for various civil engineering
structures, soil exploration report.
DRAINAGE AND DEWATERING: Determination of ground water
level by Hvorselev’s method, Control of ground water during
excavation.
12
CO1
CO2
CO3
2 STRESSES IN SOILS: Boussinesq’s and Westergaard’s theories for
concentrated, circular and rectangular loads. Comparison of
Boussinesq’s and westergaard’s analysis. Pressure distribution diagrams,
Contact pressure, Newmark’s chart.
FLOWNETS: Laplace equation (no derivation) assumptions and
limitations only, characteristics and uses of flownets, Methods of
drawing flownets for Dams and sheet piles. Estimating quantity of
seepage and Exit gradient. Determination of phreatic line in earth dams
with and without filter
12 CO2
CO3
3 LATERAL EARTH PRESSURE: Active and Passive earth pressures,
Earth pressure at rest. Rankine’s and Coulomb’s Earth pressure
theories-–assumptions and limitations,
Graphical solutions for active earth pressure (cohesionless soil only) –
Culmann’s and Rebhann’s methods, Lateral earth pressure in cohesive
and cohesionless soils,
STABILITY OF EARTH SLOPES: Types of slopes, causes and type
of failure of slopes. Definition of factor of safety, Stability of infinite
slopes, Stability of finite slopes by Method of slices and Friction Circle
method, Taylor’s stability number, Fellineous method.
10
CO2
CO3
CO4
4 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. Field methods of evaluation of
bearing capacity - Plate load test, Standard penetration test and cone
penetration test.
FOUNDATION SETTLEMENT: Importance and Concept of
Settlement Analysis, Immediate, Consolidation and Secondary
12 CO5
3
settlements (no derivations, but, computation using relevant formula
for Normally Consolidated soils), Tolerance
5 PROPORTIONING SHALLOW AND PILE FOUNDATIONS
Allowable Bearing Pressure, Factors influencing the selection of depth of
foundation, Factors influencing Allowable Bearing Pressure, Factors
influencing the choice of foundation, Proportioning isolated, combined,
strip and mat foundations, Classification of pile foundation, Pile load
capacity.
6 CO6
NOTE: 1. Questions for CIE and SEE not to be set from self-study component.
2. Assignment Questions should be from self-study component only.
Self Study Component
Unit Contents of the unit CO’s
1 SUBSURFACE EXPLORATION: Dewatering - Ditches and
sumps, well point system, Vacuum method, Electro- Osmosis
method
CO1,CO2,CO3
2 FLOWNETS: Piping and protective filter CO2,CO3
3 LATERAL EARTH PRESSURE: Earth pressure distribution. CO2,CO3,CO4
4 FOUNDATION SETTLEMENT: BIS specifications for total
and differential settlements of footings and rafts. CO5
5 PROPORTIONING SHALLOW AND PILE
FOUNDATIONS: Proportioning pile foundation. CO6
TEXT BOOKS:
1. Soil Engineering in Theory and Practice- Alam Singh and Chowdhary G.R. (1994), CBS
Publishers and Distributors Ltd., New Delhi.
2. Soil Mechanics and Foundation Engg.- Punmia B.C. (2005), 16th Edition Laxmi
Publications Co , New Delhi.
REFERENCES BOOKS:
1. Foundation Analysis and Design- Bowles J.E. (1996), 5thEdition, McGraw Hill Pub. Co.
New York.
2. Soil Mechanics and Foundation Engineering- Murthy V.N.S. (1996), 4th Edition, UBS
Publishers and Distributors, New Delhi.
3. Basic and Applied Soil Mechanics- Gopal Ranjan and Rao A.S.R. (2000), New Age
international (P) Ltd., NeweDelhi.
4. Geotechnical Engineering- Venkatrahmaiah C. (2006), 3rdEdition New Age International
(P) Ltd., Newe Delhi.
5. Soil Mechanics- Craig R.F. (1987), Van Nostrand Reinhold Co. Ltd.
6. Principles of Geotechnical Engineering- Braja M. Das (2002), 5th Edition, Thomson
Business Information India (P) Ltd., India.
7. Text Book of Geotechnical Engineering- Iqbal H. Khan (2005), 2ndEdition, PHI, India.
4
Assessment Pattern:
CIE: Continuous Internal Evaluation Pattern for theory: (50 Marks)
Blooms Category Tests Assignments AAT 1 AAT 2
Marks (out of 50) 30 10 05 05
Remembrance 10 2 1 1
Understand 5 2 1 1
Apply 5 2 1 1
Analyze 5 2 1 1
Evaluate 5 2 1 1
Create
*AAT 1– Alternate Assessment Tool 1: Quiz
AAT 2 - Alternate Assessment Tool 2: Surprise Test
SEE – Sem End Examination Theory (50 Marks)
Blooms Category Theory Marks (50)
Remembrance 10
Understand 10
Apply 10
Analyze 10
Evaluate 10
Create
5
Course Code : CV62 Credits : 3
L:P:T:S : 3:0:0:0 CIE Marks : 50
Exam Hours : 03 SEE Marks : 50
Hours/Week : 03 Total hours : 40
Course Objectives:
To educate the students about hydrological properties & different types of irrigation systems
Course Outcomes: At the end of the course the students will be able to:
Course Outcome
CO 1 Summarize applications of water resources
CO 2 Compute hydrologic mass balance in closed basin
CO 3 Develop unit hydrograph based on stream flow data and conduct basic unit hydrograph analysis
CO 4 Aware of the needs, types & scheme of irrigation
CO 5 Analyse the soil-water-crop relationship and its use for computation of water requirement for
command area
CO 6 Develop the basis of irrigation canals design, procedures to design unlined canals in alluvial soils
Mapping of Course outcomes to Program outcomes:
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 2 1 2
CO2 1 2 3
CO3 3 1 1
CO4 1 1 2
CO5 1 2 2
CO6 2 2 1
HYDROLOGY AND IRRIGATION ENGINEERING
6
Unit Content Hours Co’s
1 INTRODUCTION & PRECIPITATION: Introduction, Hydrologic cycle
(Horton’s representation). Water budget equation Precipitation:
introduction, measurement of precipitation (Simon’s gauge & Siphon
gauge only), selection of rain gauge station. Adequacy of rain gauges,
methods of computing average rainfall, interpolation of missing data,
adjustment of missing data by double mass curve method. Hyetograph and
mass curve of rainfall.
8
CO1
CO2
2 LOSSES FROM PRECIPITAION: Evaporation-Definition, factors
affecting, measurement (Class A pan). Estimation using empirical methods
(Meyer’s and Rower’s equation), evaporation control. Evapo-transpiration:
Definition, factors affecting, measurement, estimation (Blaneycriddle
method) Infiltration: Definition, factors affecting, measurement (double
ring infiltrometer ), infiltration indices, Horton’s equation of infiltration.
8
CO1
CO2
3 HYDROGRAPHS Definition, components of hydrographs, unit
hydrograph and its derivation from simple storm hydrograph, base flow
separation, Prepositions of unit hydrograph- problems
ESTIMATION OF FLOOD: Definition of flood, factors affecting flood,
methods of estimation (envelope curves, empirical formulae, rational
method
8 CO2
CO3
4 SOIL-WATER-CROP RELATIONSHIP: Introduction, soil profile,
physical properties of soil, soil classification. Indian soils, functions of
irrigation soils, maintaining soil fertility, soil-water-plant relationship,
soilmoisture. Irrigation relationship, frequency of irrigation
8 CO4
CO5
5 WATER REQUIREMENT OF CROPS :Introduction, definitions, crop
seasons of India, water requirement of a crop, duty, delta, base period.
Consumptive use.
Canals Definition, Types of canals, Alignment of canals, Design of canals
by Kenedy’s method- Problems
8 CO5
CO6
NOTE: 1. Questions for CIE and SEE not to be set from self-study component.
2. Assignment Questions should be from self-study component only.
7
Self Study Component
Unit Contents of the unit CO’s
1 INTRODUCTION & PRECIPITATION: Forms of precipitation,
types of precipitation. Delineation of catchment area from the topo
sheet
CO1, CO2
2 LOSSES FROM PRECIPITAION :Total Loss calculations CO1, CO2
3 ESTIMATION OF FLOOD :Flood routing – Introduction and
methods & preposition of unit hydrograph CO2, CO3
4 SOIL-WATER-CROP RELATIONSHIP: Need for irrigation,
advantages and disadvantages of irrigation, environmental impacts of
irrigation,
CO4,CO5
5 WATER REQUIREMENT OF CROPS :Irrigation efficiencies.
Assessment of irrigation water. CO5,CO6
Text Books
1. Engineering Hydrology, Subramanya K, TMH New Delhi, 2008.
2. Irrigation and water power engineering, Madan Mohan Das & Mimi Das Saikia, PHI
Learning Pvt Ltd, New Delhi, 2009
References
1. Textbook of Hydrology, Jayaram Reddy, Lakshmi Publications, New Delhi 2007
2. Irrigation Engineering and Hydraulic structures, S K Garg, Khanna Publications.
3. Hydrology & Water Resources Engineering, Patra K C, Narosa Book Distributors Pvt Ltd,
New Delhi 2008
4. Hydrology & Soil Conservation Engineering, Ghanshyam Das, PHI Learning Pvt Ltd
5. Irrigation & Water power engineering, Dr B C Punmia, Dr Pande B BLal
CIE: Continuous Internal Evaluation Pattern for theory: (50 Marks)
Blooms Category Tests Assignments AAT 1 AAT 2
Marks (out of 50) 30 10 05 05
Remembrance 10 2 1 1
Understand 5 2 1 1
Apply 5 2 1 1
Analyze 5 2 1 1
Evaluate 5 2 1 1
Create *AAT 1– Alternate Assessment Tool 1: Quiz
AAT 2 - Alternate Assessment Tool 2: Surprise Test
SEE – Sem End Examination Theory (50 Marks)
Blooms Category Theory Marks (50)
Remembrance 10
Understand 10
Apply 10
Analyze 10
Evaluate 10
Create
8
Course Code : CV63 Credits : 3
L:P:T:S : 3:0:0:0 CIE Marks : 50
Exam Hours : 03 SEE Marks : 50
Hours/Week : 03 Total hours : 40
Course
Objectives
1. To expose the students about the fundamentals of transportation engineering
like railways, airport, tunnel engineering with applications in the field
2. Students learn about concept of railway track, airport and tunnel engineering
with fundamental design principles, detailing aspects, analysis and design of
high speed tracks
3. Principles of site selection of site for harbours, tunnels and airports
Course Outcome
CO1 Identify the different components of Railway tracks, Airports and Tunnels
CO2 Design the important geometric elements like railway track, runway, taxiway and
other elements of airport and different tunnelling
CO3 Interpret the proper runway orientation through Wind Rose diagram
CO4 Identify the alignment requirements of tunnels, site selection and survey
CO5 Maintenance of track, understand the practical problems of tunnel and airport design
CO6 Understand the Location of various harbour and airport components
Mapping of Course outcomes to Program outcomes:
PO1 PO2 PO3 PO4 PO
5
PO6 PO
7
PO
8
PO9 PO10 PO11 PO12
CO1 2
CO2 1 3
CO3 2 3
CO4 2
CO5 2 3
CO6 1
TRANSPORTATION ENGINEERING –II
9
Unit Content Hours Co’s
1 RAILWAY ENGINEERING: Role of railways in transportation, Selection
of Routes, Permanent way and its requirements, Gauges and types, Typical
cross sections-single and double line B G track in cutting, embankment and
electrified tracks, Coning of wheels and
tilting of rails, Rails-Functions-requirements—types and sections length-
defects-wear-creep-welding-joints, creep of rails
8
CO1
CO2
CO3
2 SLEEPERS AND BALLAST: Functions, requirements, Track fitting and
fasteners-Dog spike, screw spike and Pandrol clip-Fish plates-bearing
plates, Calculation of quantity of materials required for laying a track-
Examples,
POINTS AND CROSSING: Components of a turnout, Details of Points
and Crossing, Design of turnouts with examples (No derivations) types of
switches, crossings, track junctions
Stations and Types, Types of yards, Signaling-Objects & yard
8
CO2
CO3
3 GEOMETRIC DESIGN: Necessity, Safe speed on curves, Cant: cant
deficiency-negative cant-safe speed based on various criteria,(both for
normal and high speed tracks) Transition curve, Gradient and types, grade
compensation, Examples on above.
8
CO2
CO3
CO4
4 Introduction, layout of an airport with component parts and functions, Site
selection for airport, Aircraft characteristics affecting the design and
planning of airport, Airport classification, Runway orientation using wind
rose with examples, type – P diagrams
RUNWAY- Basic runway length-Corrections and examples, Runway
geometrics, Taxiway-Factors affecting the layout - geometrics of
taxiway-Design of exit taxiway with examples,
8 CO5
5 TUNNEL ENGINEERING: Advantages and disadvantages, Size and
shape of
tunnels, Surveying-Transferring centre line, and gradient from surface to
inside the tunnel working face, Weisbach triangle-Examples, Tunnelling in
rocks- different methods, Tunnelling methods in soils-, Tunnel lining,
Tunnel ventilation, vertical shafts,
Pilot tunnelling, mucking and methods.
8
CO6
NOTE: 1. Questions for CIE and SEE not to be set from self-study component.
2. Assignment Questions should be from self-study component only.
10
Self Study Component
Unit Contents of the unit CO’s
1 RAILWAY ENGINEERING: modern high speed track across
different countries CO1, CO2,CO3
2 SLEEPERS AND BALLAST: Equipment-Turn table, Fouling
mark, buffer stop, level crossing, track defects, and maintenance. CO2, CO3
3 GEOMETRIC DESIGN :Design of high speed track with
examples CO2, CO3, CO4
4 RUNWAY-: study the planning and design of Bengaluru
International airport CO5
5 TUNNEL ENGINEERING: Bengaluru metro tunnel construction CO6
Text Books:
1. Railway Engineering, Saxena and Arora, DhanpatRai& Sons, New Delhi.
2. Airport Planning and Design, KhannaArora and Jain, Nem Chand Bro, Roorkee
References: 1. Railway Engineering, Mundrey, McGraw Hill Publications.
2. Indian Railway Track, M MAgarwal, Jaico Publications, Bombay
3. Dock and Harbour Engineering, H P Oza& G H Oza, Charaotar Publishing House
Assessment Pattern:
CIE: Continuous Internal Evaluation Pattern for theory: (50 Marks)
Blooms Category Tests Assignments AAT 1 AAT 2
Marks (out of 50) 30 10 05 05
Remembrance 10 2 1 1
Understand 5 2 1 1
Apply 5 2 1 1
Analyze 5 2 1 1
Evaluate 5 2 1 1
Create
*AAT 1– Alternate Assessment Tool 1
AAT 2 - Alternate Assessment Tool 2
SEE – Sem End Examination Theory (50 Marks)
Blooms Category Theory Marks (50)
Remembrance 10
Understand 10
Apply 10
Analyze 10
Evaluate 10
Create
11
Course Code : CVL66 Credits : 3
L:P:T:S : 3:0:0:0 CIE Marks : 50
Exam Hours : 03 SEE Marks : 50
Hours/Week : 03 Total hours : 40
Course
Objectives
To know importance, locations, components & types of irrigation structures
To design various irrigation structures
Course Outcome
CO1 Classify the Reservoirs and Storage zones of a reservoir
CO2 Determine the elementary and practical profiles of a gravity dam,
CO3 Exposure to the design & drawing of Surplus weir with stepped apron
CO4 Exposure to the design & drawing Tank Plug sluice with & without tower head
CO5 Exposure to the design & drawing of Notch type Canal Drop
CO6 Study the stability analysis (without earthquake forces)
Mapping of Course outcomes to Program outcomes:
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 3 2 2
CO2 1 3 1
CO3 1 2 2
CO4 3 2 1
CO5 2 2 2
CO6 1 2 3
HYDRAULIC STRUCTURES AND IRRIGATION DRAWING
12
Unit Content Hours Co’s
1 Introduction, classification of Reservoirs, Storage zones of a reservoir,
Mass curve, fixing capacity of a reservoir, safe yield, problems, density
currents, Trap efficiency, Reservoir sedimentation, life of a reservoir,
economic height of a dam, problems. Environmental effects of reservoirs
8 CO1
2 Introduction, forces on a gravity dam, stress analysis in gravity dam,
Problems, combination of forces for design. Elementary &practical profiles
of a gravity dam, stability analysis (without earthquake forces), problems,
galleries in gravity dams
8
CO2
3 Earthen Dams:types of earth dams, construction methods, design criteria
for earth dams, causes of failure of earth dams, section of dam,
preliminary design criteria, problems, 8 CO4
4 Irrigation Design- Drawing
Design and Drawing with all the three views of:
1. Surplus weir with stepped apron
2. Tank Plug sluice with & without tower head
3.Notch type Canal Drop
16
CO4
CO5
CO6
NOTE: 1. Questions for CIE and SEE not to be set from self-study component.
2. Assignment Questions should be from self-study component only.
Self Study Component
Unit Contents of the unit CO’s
1 Introduction: Types of dams CO1
2 Introduction, forces on a gravity dam :Types of
Gravity dams
CO2
3 Earthen Dams:Ccontrol of seepage through
earth dams, safety measures. CO4
4 Irrigation Design- Drawing
: Canal regulator
CO4,CO5,CO6
Text Books:
1. Text book of irrigation engineering & Hydraulic StructuresR.K.Sharma, Oxford &IBH
publishing Co., New Delhi ( 2002)
2. Irrigation & Water resources engineering- G.L.Asawa, NewAge International Publishers, New
Delhi ( 2005)
13
Reference Books:
1. Irrigation engineering & Hydraulic structures- Garg.S.K.,Khanna publishers, New Delhi
2. Hydraulic Structures & Irrigation Design Drawing Dr.N.Balasubramanya, Tata Mcgraw-Hill
Education Pvt.Ltd.,New Delhi
3. Irrigation and Water Power Engineering- Madan Mohan Das &Mimi Das Saikia, PHI Learning
Pvt. Ltd., New Delhi (2009)
Assessment Pattern: CIE: Continuous Internal Evaluation Pattern for theory: (50 Marks)
Blooms Category Tests Assignments AAT 1 AAT 2
Marks (out of 50) 30 10 05 05
Remembrance 10 2 1 1
Understand 5 2 1 1
Apply 5 2 1 1
Analyze 5 2 1 1
Evaluate 5 2 1 1
Create *AAT 1– Alternate Assessment Tool 1
AAT 2 - Alternate Assessment Tool 2
SEE – Sem End Examination Theory (50 Marks)
Blooms Category Drawing Marks (50)
Remembrance 10
Understand 20
Apply 10
Analyze 10
Evaluate
Create
14
DESIGN AND DRAWING OF RC STRUCTURES
Course Code : CVL67 Credits : 4
L:P:T:S : 1:2:0:0 CIE Marks : 50
Exam Hours : 04 SEE Marks : 50
Hours/Week : 04 Total hours : 52
Course Objectives:
1) To have an understanding of detailing of structures and to generate the bar-bending
schedule
2) To have a basic idea of quantity estimation of steel in different structural elements
3) To give an exposure to understand the design procedure and interpret the same in the
drawing
Course Outcomes: At the end of the course the students will be able to
Course Outcome
CO 1 Analyse the design concepts
CO 2 Develop and read the structural drawings
CO 3 Develop the reinforcement detailing for various structures
CO 4 Interpret design aids and handbooks
CO 5 Design of reinforced concrete members.
CO 6 Apply professional and ethical issues and the importance of lifelong learning in structural
engineering
Mapping of Course outcomes to Program outcomes:
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 3 1 2
CO2 2 1 3
CO3 1 2 2
CO4 2 1 3
CO5 1 2 3
CO6 2 1 1
15
Unit Content Hours Cos
1 Layout Drawing: General layout of building showing,
position of columns, footings, beams and slabs with
standard notations.
5 CO2,CO6
2 Detailing of Beam and Slab floor system, continuous
beams. 6 CO1,CO2,CO3,CO6
3 Detailing of Staircases: Dog legged and Open well. 6 CO1,CO2,CO3,CO6
4 Detailing of Column footings: Column and footing
(Square and Rectangle). 5 CO1,CO2,CO3,CO6
5 Design and detailing of Rectangular Combined footing
slab and beam type. 10 CO3,CO4,CO5,CO6
6 Design and detailing of Cantilever Retaining walls with
and without surcharge 10 CO3,CO4,CO5,CO6
7 Design and detailing of Simple Portal Frames with fixed
base (Single bay & single storey) 10 CO3,CO4,CO5,CO6
Self-learning component: Design and Detailing of Water Tank
Text Books:
1. Structural Design & Drawing Reinforced Concrete, Krishnaraju, University Press
2. Structural Desing and Drawing, Krishnamurthy, CBS Publisher. SCHEME OF SEE QUESTION PAPER(100):
Part A: Two questions each carrying 25 marks is to be set (Module 1 to 4). Student has to answer
one question out of two. Part B: Two questions each carrying 75 marks is to be set (Module 5 to 7). Student has to
answer one question out of two.
Assessment Pattern: CIE: Continuous Internal Evaluation Pattern for LAB: (50 Marks)
Blooms Category CIA Internals
Marks (out of 50) 30 20
Remembrance 5 4
Understand 5 4
Apply 5 4
Analyze 5 4
Evaluate 5 4
Create 5
SEE – Semester End Examination LAB (50 Marks)
Blooms Category LAB Marks (50)
Remembrance 10
Understand 10
Apply 10
Analyze 10
Evaluate 10
Create
16
GEOTECHNICAL ENGINEERING LABORATORY
Course Code : CVL68 Credits : 2
L:P:T:S : 1:2:0:0 CIE Marks : 50
Exam Hours : 03 SEE Marks : 50
Hours/Week : 03 Total hours : 40
Course Objectives:
1. To have an understanding of detailing of structures and to generate the bar-bending schedule
2. To have a basic idea of quantity estimation of steel in different structural elements
3. To give an exposure to understand the design procedure and interpret the same in the
Drawing
Course Outcomes: At the end of the course the students will be able to:
Course Outcome
CO 1 Identification of gravel type, sand type, silt type and clay types
CO 2 Determine the grain size analysis of soil sample
CO 3 Perform In situ density by core cutter and sand replacement methods
CO 4 Conduct strength tests on different types of soil.
CO 5 Determine the Coefficient of permeability by constant head and variable head methods.
CO 6 Determination of compression index and coefficient of consolidation
Mapping of Course outcomes to Program outcomes:
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 3 1 2
CO2 2 1 2
CO3 1 2 1
CO4 2 1 1
CO5 1 2 3
CO6 2 1 1
17
Unit Content Hours Cos
1 Identification of gravel type, sand type, silt type and clay
types soils, Tests for determination of Specific gravity (for
coarse and fine grained soils) and Water content (Oven drying
method).
3 CO1
2 Grain size analysis of soil sample (sieve analysis) 3 CO1,CO2
3 In situ density by core cutter and sand replacement methods 3 CO3
4 Consistency Limits – Liquid Limit (Casagrande and Cone Penetration
Methods), plastic limit and shrinkage limit. 6 CO1
5 Standard Proctor Compaction Test and Modified Proctor
Compaction Test 3 CO2
6 Coefficient of permeability by constant head and variable head
methods. 3 CO5
7 Strength Tests
a. Unconfined Compression Test
b. Direct Shear Test
c. Triaxial Compression Test (untrained)
9 CO4
8 Consolidation Test- Determination of compression index and
coefficient of consolidation. 4 CO6
9 Laboratory vane shear test 3 CO1
10 Determination of CBR value 3 CO3
REFERENCE BOOKS:
1. Soil Mechanics and Foundation Engg.- Punmia B.C. (2005), 16th Edition Laxmi
Publications Co. , New Delhi.
2. BIS Codes of Practice: IS 2720(Part-3/Sec. 1) – 1987;
3. IS 2720 (Part – 2) - 1973;
4. IS 2720 (Part – 4) – 1985;
5. IS 2720 (Part – 5) – 1985;
6. IS 2720 (Part – 6) – 1972;
7. IS 2720 (Part – 7) – 1980;
8. IS 2720 (Part – 8) – 1983
9. IS 2720 (Part– 17) – 1986;
10. Soil Testing for Engineers- Lambe T.W., Wiley Eastern Ltd., New Delhi.
11. Manual of Soil Laboratory Testing-Head K.H., (1986)- Vol. I, II, III, Princeton Press,
London.
12. Engineering Properties of Soil and Their Measurements- Bowles J.E. (1988), - McGraw
Hill Book Co. New York
18
Assessment Pattern:
CIE: Continuous Internal Evaluation Pattern for LAB: (50 Marks)
Blooms Category CIA Internals
Marks (out of 50) 30 20
Remembrance 5 4
Understand 5 4
Apply 5 4
Analyze 5 4
Evaluate 10 4
Create
SEE – Semester End Examination LAB (50 Marks)
Blooms Category LAB Mark (50)
Remembrance 10
Understand 10
Apply 10
Analyze 10
Evaluate 10
Create
1
Course Code : CV641 Credits : 3
L:P:T:S : 3:0:0:0 CIE Marks : 50
Exam Hours : 03 SEE Marks : 50
Hours/Week : 03 Total hours : 40
Course Objectives 1. To consider the suitable soil improvement programme and types of Mechanical
modification
2. To study the effect of compaction on soil and Hydraulic modification on soil.
Course Outcomes: At the end of the course the student will be able to
Course Outcome
CO 1 Evaluate different types of grouting techniques and suitable methods for different conditions
CO 2 Analyse the effect of compaction on soil sample.
CO 3 Analyse the different method of compaction on soil and suitable methods for different soil
sample
CO 4 Assessment of ground condition for preloading, Electro kinetic dewatering.
CO 5 Explain the criteria for cement stabilization, Lime stabilization and their suitability, process and
special effects.
CO 6 Explain hydraulic modification.
Mapping of Course outcomes to Program outcomes:
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 3 1 2
CO2 1 1 2
CO3 1 2 3
CO4 2 3 1
CO5 3 2 1
CO6 1 2 3
GROUND IMPROVEMENT TECHNIQUES
2
Unit Content Hours Co’s
1 Different types of grouting techniques and suitable methods for different
conditions,. effect of compaction on soil sample different method of
compaction on soil and suitable methods for different soil sample
Ground Improvement: Definition, Objectives of soil improvement,
Classification of ground improvement techniques, Factors to be
considered in the selection of the best soil improvement technique.
Mechanical Modification:, Aim of modification, compaction, Principle of
modification for various types of soils.
8
CO1
CO2
CO3
2 Compaction: Effect of grain size distribution on compaction for various
soil types like BC soil, lateritic soil, coarse-grained soil, micaceous soil.
Effect of compaction on engineering behaviour like compressibility,
swelling and shrinkage, relative density, liquefaction potential. Field
compaction – static, dynamic, impact and vibratory type. Specification of
compaction. Tolerance of compaction. Shallow and deep compaction.
8 CO2
CO3
3 Hydraulic Modification: Definition, aim, principle, techniques. Gravity
drain, lowering of water table, multistage well point, spacing of well
points,
Drainage & Preloading: Drainage of slopes. Preloading, vertical drains,
sand drains. Assessment of ground condition for preloading, Electro
kinetic dewatering.
8
CO2
CO3
CO6
4 Chemical Modification: Definition, aim, special effects, and methods.
Admixtures, cement stabilization. Hydration – effect of cement
stabilization on permeability, Swelling and shrinkage. Criteria for cement
stabilization. Lime stabilization – suitability, process, special effects,
criteria for lime stabilization other chemicals, chlorides, hydroxides,
lignin, hydrofluoric acid. Properties of chemical components, reactions
and effects. Bitumen, tar or asphalt in stabilization.
8 CO5
5 Grouting: Introduction, Effect of grouting. . Chemicals and materials
used. Types of grouting. Grouting procedure.
Miscellaneous methods: Only concepts of thermal methods, crib walls,
gabions, Mattresses.
8 CO1
NOTE: 1. Questions for CIE and SEE not to be set from self-study component.
2. Assignment Questions should be from self-study component only.
3
Self Study Component
Unit Contents of the unit CO’s
1 Introduction: Type of mechanical modification. CO1,CO2
CO3
2 Compaction: Effect of compaction on
permeability of soil. CO2
CO3
3 Hydraulic Modification: Vacuum dewatering CO2,CO3
CO6
4 Chemical Modification: Stabilization using Fly
ash CO5
5 Grouting: Applications of grouting. CO1
Text Books:
1. Ground Improvement Techniques- Purushothama Raj P. (1999) Laxmi Publications, New
Delhi.
2. Construction and Geotechnical Method in Foundation Engineering- Koerner R.M. (1985)
- McGraw Hill Pub. Co., New York.
Reference Books:
1. Engineering principles of ground modification- Manfred Haussmann (1990) - McGraw Hill
Pub. Co., New York.
2. Methods of treatment of unstable ground- Bell, F.G. (1975) Butterworths, London.
3. Expansive soils- Nelson J.D. and Miller D.J. (1992) -, John Wiley and Sons.
4. Soil Stabilization; Principles and Practice- Ingles. C.G. and Metcalf J.B. (1972) –
Butterworths, London.
Assessment Pattern:
CIE: Continuous Internal Evaluation Pattern for theory: (50 Marks)
Blooms Category Tests Assignments Quizzes Self Study
Marks (out of 50) 30 10 05 05
Remembrance 10 2 1 1
Understand 5 2 1 1
Apply 5 2 1 1
Analyze 5 2 1 1
Evaluate 5 2 1 1
Create
*AAT 1– Alternate Assessment Tool 1: Quiz
AAT 2 - Alternate Assessment Tool 2: Surprise Test
SEE – Sem End Examination Theory (50 Marks)
Blooms Category Theory Marks (50)
Remembrance 10
Understand 10
Apply 10
Analyze 10
Evaluate 10
Create
4
TRAFFIC ENGINEERING
Course Code : CV642 Credits : 3
L:P:T:S : 3:0:0:0 CIE Marks : 50
Exam Hours : 03 SEE Marks : 50
Hours/Week : 03 Total hours : 40
CourseObjectives:
1. To impart knowledge on various aspects of traffic engineering
2. To educate the importance of traffic flow parameters on design of various road
elements
Course outcome
CO1 Analysis of various traffic characteristics
CO2 Interpret the various traffic studies and its applications
CO3 Analyze various statistical methods of traffic forecast
CO4 Evaluate the various traffic flow parameters and theories
CO5 Assess regulation and control of traffic for signal design
CO6 Use of intelligent transport system in traffic engineering
Mapping of Course outcomes to Program outcomes:
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 3 1 3
CO2 1 1 2
CO3 1 2 3
CO4 2 3 3
CO5 3 2 2
CO6 3 3 3
5
Unit Content Hours Co’s
1 INTRODUCTION: Definition, objectives of Traffic Engineering and
scope of Traffic Engineering.
Traffic Characteristics: Road user characteristics, vehicular
characteristics – static and dynamic characteristics, Reaction time of
driver and PIEV theory, reaction time for practical application
6
CO1
CO2
2 TRAFFIC STUDIES and INTERPRETATION FOR PRACTICAL
APPLICATIONS
Types of traffic engineering studies, objectives of studies and data
collection, method of study, analysis. Definition of study area – Sample
size and analysis. Classified traffic Volume at mid block and
intersections, PCU concept, factors affecting and PCU at different
locations and applications , origin and destination studies , spot speed,
speed and delay, parking – on street parking, off street parking, Accident
– causes.
10
CO2
CO3
3 TRAFFIC FLOW THEORIES: Speed, flow and density relationships
and concept of LOS from them. , Traffic flow theory - Green Shield
theory– Goodness of fit, correlation and regression analysis (linear only)
– Queuing theory and its applications , Car following theory and relevant
problems on above.
6
CO3
CO4
4 STATISTICAL ANALYSIS: Poisson distribution and application to
traffic engineering problems, Normal Distribution – Significance tests
for observed traffic data, Chi Square test for accident data analysis–
problems on above. Traffic forecast– meaning, reasons, advantages and
disadvantages- simple problems. Simulation techniques- definition, types
of simulation, advantages and disadvantages, applications –simple
problems
8 CO5
5 TRAFFIC REGULATION, CONTROL AND INTELLIGENT
TRANSPORT SYSTEM
Driver, vehicle and road controls – Traffic regulations – one way –
Traffic markings, Traffic signs, Traffic signals – Vehicle actuated signals
and synchronized signals – Signals co-ordination. Webster and IRC
method of signal design. Traffic rotary elements, advantages and
disadvantages design elements.
Intelligent Transport System: Definition, Necessities, advantages and
disadvantages. Applications in the present traffic scenario for mixed
traffic conditions
10 CO6
NOTE: 1. Questions for CIE and SEE not to be set from self-study component.
2. Assignment Questions should be from self-study component only.
6
Self Study Component
Unit Contents of the unit CO’s
1 Traffic Characteristics: mixed traffic
characteristics and problems CO1,CO2
2 TRAFFIC STUDIES and INTERPRETATION
FOR PRACTICAL APPLICATIONS
: Recording of accidents and investigations
CO2
CO3
3 TRAFFIC FLOW THEORIES : Application of
traffic flow theory in mixed traffic conditions
CO3,CO4
4 STATISTICAL ANALYSIS: Simulation of
mixed traffic vehicle arrivals CO5
5 TRAFFIC REGULATION, CONTROL AND
INTELLIGENT TRANSPORT SYSTEM: Area
traffic control in Bengaluru methodology by
integration of different signals
CO6
TEXT BOOKS:
1. Traffic Engineering & Transport Planning – L.R. Kadiyali-Khanna Publishers.
2. Highway Engineering Nem chand& Bros- Khanna& Justo-Roorkee (UA).
REFERENCE BOOKS:
1. Traffic Engineering. Pignataro- Prentice Hall.
2. Highway Capacity Manual – 2000.
3. An introduction to transportation engineering - Jotin Khistey andKentlal- PHI.
4. Traffic Engineering- Mc Shane & Roess- PHI.
Assessment Pattern: CIE: Continuous Internal Evaluation Pattern for theory: (50 Marks)
Blooms Category Tests Assignments Quizzes Self Study
Marks (out of 50) 30 10 05 05
Remembrance 10 2 1 1
Understand 5 2 1 1
Apply 5 2 1 1
Analyze 5 2 1 1
Evaluate 5 2 1 1
Create *AAT 1– Alternate Assessment Tool 1: Quiz
AAT 2 - Alternate Assessment Tool 2: Surprise Test
SEE – Sem End Examination Theory (50 Marks)
Blooms Category Theory Marks (50)
Remembrance 10
Understand 10
Apply 10
Analyze 10
Evaluate 10
Create
7
Course Code : CV643 Credits : 3
L:P:T:S : 3:0:0:0 CIE Marks : 50
Exam Hours : 03 SEE Marks : 50
Hours/Week : 03 Total hours : 40
Course Objectives 1. To improve substantially the health, quality of life and productivity of citizens by
providing a comprehensive air quality
2. To assess the existing air quality
Course Outcomes: At the end of the course the student will be able to
Course Outcome
CO 1 Provide recommendations for air pollutants emission reduction strategies
CO 2 Control of pollution at source to the maximum extent possible with due regard to technological
achievement and economic viability
CO 3 Assess current and historical air quality
CO 4 Develop long-term air-management strategies and evaluate progress
CO 5 Guide decisions on the permitting of new or modified facilities
CO 6 Analyse of Air Pollutants, Smoke and Smoke Measurement
Mapping of Course outcomes to Program outcomes:
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 3 1 1
CO2 1 2 3
CO3 1 1 2
CO4 3 1 2
CO5 1 2 3
CO6 3 1 1
Unit Content Hours Co’s
1 INTRODUCTION: Definition – Classification and Characterization of Air Pollutants, Emission Sources, Chemical Reactions in the Atmosphere, Photo-chemical Smog, Coal-induced smog, Air Pollution Inventories.
EFFECTS OF AIR POLLUTION: On Human Health, Animals, Plants and Materials – Major Environmental Air Pollution Episodes – London
8
CO1
CO2
CO3
AIR POLLUTION AND ITS CONTROL
8
Smog, Los Angeles Smog & Bhopal Gas Tragedy.
2 METEOROLOGY: Introduction – Meteorological Variables, Primary and Secondary Lapse Rate, Inversions, Stability Conditions, Wind rose, General Characteristics of Stack Plumes.
8 CO2
CO3
3 Factors to be considered in Industrial Plant Location and Planning Noise
pollution – sources, measurement units, effects and control
SAMPLING, ANALYSIS AND CONTROL: Sampling and Measurement
of Gaseous and Particulate matter, Stack Sampling, Analysis of Air
Pollutants, Smoke and Smoke Measurement.
8
CO2
CO3
CO6
4 Air Pollution Control Methods– Particulate, Emission Control, Gravitational Sett ling Chambers, Cyclone Separators, Fabric Filters, Electrostatic Precipitators, Wet Scrubbers, Selection of a Particulate Collecting Equipment, Control of Gaseous Emissions, Adsorption by Liquids, Adsorption by Solids.
8 CO5
5 AIR POLLUTION DUE TO AUTOMOBILES: Air Pollution due to Gasoline Driven and Diesel Driven Engines, Effects, Direct and Indirect Methods of control.
8 CO1
CO2
NOTE: 1. Questions for CIE and SEE not to be set from self-study component.
2. Assignment Questions should be from self-study component only.
Self Study Component
Unit Contents of the unit CO’s
1 INTRODUCTION: Behaviour and Fate of air
Pollutants CO1,CO2
CO3
2 METEOROLOGY: Meterological Models. CO2,CO3
3 SAMPLING, ANALYSIS AND CONTROL:
Environmental Legislation, Environmental Acts
of Air, Water and Noise Pollution
CO2,CO3
CO6
4 Air Pollution Control Methods: Combustion
Odors and their control. CO5
5 AIR POLLUTION DUE TO AUTOMOBILES:: Indoor Air Pollution.
CO1,CO2
Text Books: 1. Boubel, R.W., Donald, L.F., Turner, D.B., and Stern, A.C., (1994),Fundamentals of Air
Pollution –Academic Press. 2. Crawford, M., (1980), Air Pollution Control Theory –TMH Edition, Tata McGraw Hill Publishing Co. Ltd., New Delhi.
9
References: 1. Peavy, H.S., Rowe, D.R., and Tchobanoglous, G., (1986), EnvironmentalEngineering –
McGraw Hill Book Co. 2. Sincero, A.P and Sincero, G.A., (1999), Environmental Engineering - ADesign Approach –
Prentice Hall of India. 3. Wark, K., Warner, C.F. and Davies, W.T., (1998), Air Pollution- Its Originand Control –
Harper & Row Publishers, New York.
Assessment Pattern:
CIE: Continuous Internal Evaluation Pattern for theory: (50 Marks)
Blooms Category Tests Assignments AAT 1 AAT 2
Marks (out of 50) 30 10 05 05
Remembrance 10 2 1 1
Understand 5 2 1 1
Apply 5 2 1 1
Analyze 5 2 1 1
Evaluate 5 2 1 1
Create
*AAT 1– Alternate Assessment Tool 1
AAT 2 - Alternate Assessment Tool 2
SEE – Sem End Examination Theory (50 Marks)
Blooms Category Theory Marks (50)
Remembrance 10
Understand 10
Apply 10
Analyze 10
Evaluate 10
Create
10
Course Code : CV644 Credits : 3
L:P:T:S : 3:0:0:0 CIE Marks : 50
Exam Hours : 03 SEE Marks : 50
Hours/Week : 03 Total hours : 40
Course Objectives 1. To introduce the theoretical concepts of the fundamentals of elasticity
2. To impart the ability to use the principles in the civil engineering problems
Course Outcomes: At the end of the course the student will be able to
Course Outcome
CO 1 Apply the concept of theory of elasticity in solving and civil engineering problems
CO 2 Execute the shear state and strain state to solve the related problems
CO 3 Analyse two dimensional problems in Cartesian co-ordinate systems
CO 4 Analyse two dimensional problems in polar co-ordinate systems
CO 5 Evaluate torsion of prismatic bars
CO 6 Explain the transformation of compatibility condition from strain components to stress
components.
Mapping of Course outcomes to Program outcomes:
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 3 1 1
CO2 2 1 2
CO3 3 1 2
CO4 3 3 1
CO5 1 2 3
CO6 3 2 1
THEORY OF ELASTICITY
11
Unit Content Hours Co’s
1 Introduction, assumption of linear elasticity, ANALYSIS OF STRESS–
Introduction, concept of direct stress and shear stress, notation of stress,
body forces and surface forces, stress tensor, two-dimensional state of
stress at point, Cauchy’s stress principle, direction Cosines, stress
components on an arbitrary plane, stress transformation, principal
stresses in three-dimensions, stress invariants, equilibrium of two-
dimensional or plane element, Mohr’s stress circle (for two-dimensional
stress systems) and Numerical examples.
8
CO1
CO2
CO3
2 ANALYSIS OF STRAIN: Introduction, types of strain, change in length
of linear element and linear components, strain tensors, strain
transformation, principal strains, stain invariants, equations of
compatibility for strain, measurement of surface strains, Mohr’s circle
for strains, Stain rosette, Numerical examples
8 CO2
CO3
3 STRESS- STRAIN RELATIONSHIP: Introduction, linear elasticity –
Generalized Hooke’s law, Boundary conditions, St. Venant’s Principle,
principle of superposition, numerical examples
TWO DIMENSIONAL PROBLEMS IN CARTESIAN CO-ORDINATE
SYSTEMS: Introduction, Equilibrium equations for Cartesian coordinates
(2 & 3 Dimensional), Transformation of compatibility condition from
strain components to stress components, relationship between plane stress
and plane strain, stress function – plane stress and plane strain cases,
solution of two-dimensional problems by the use of polynomials, pure
bending of beams, bending of narrow cantilever beam subjected to end
load.
8
CO2
CO3
CO6
4 TWO DIMENSIONAL PROBLEMS IN POLAR CO-ORDINATE
SYSTEMS: Introduction, Equilibrium equations for polar co-ordinates (2
dimensional), general state of stress in three-dimensions in cylindrical co-
ordinate system, Strain-displacement relations, compatibility equations,
stress-strain relations, Airy’s stress function, Biharmonic equation,
axisymmetric problems, thick walled cylinder subjected to internal and
external pressure, rotating disks - solid disk, hollow disk, stress
concentration.
8 CO5
5 TORSION OF PRISMATIC BARS: Introduction, general solution of the
torsion problems, boundary conditions, stress function method, torsion of
circular cross-section, torsion in elliptical cross-section, torsion in thin-
walled sections, torsion of thin-walled multiple cell closed sections,
numerical examples, effect of circular boles on stress distribution in
plates, numerical examples.
8 CO1
CO2
NOTE: 1. Questions for CIE and SEE not to be set from self-study component.
2. Assignment Questions should be from self-study component only.
12
Self Study Component
Unit Contents of the unit CO’s
1 Introduction,: Construction of Mohr’s stress circle,
Applications of linear elasticity, spherical and deviatoric
stress tensors, indicial notations, types of stsses, octahedral
stresses.
CO1
CO2
CO3
2 ANALYSIS OF STRAIN:: Dereformation of an
infinitesimal line element, octahedral strain. CO2
CO3
3 STRESS- STRAIN RELATIONSHIP: Elastic strain energy
for uniaxial stress, strain energy in an elastic body,
existence and uniqueness of solution, bending of simply
supported beam under udl.
CO2
CO3
CO6
4 TWO DIMENSIONAL PROBLEMS IN POLAR CO-
ORDINATE SYSTEMS: Bars with large initial curvature,
Winkler’s Bach theory, Stress in closed rings.
CO5
5 TORSION OF PRISMATIC BARS: Prandtl’s membrane
analogy CO1
CO2
Text Books:
1. Theory of Elasticity - International StudentsTimoshenko. S.P. and Goodier. J.N. - Edition,
McGraw Hill Book Co. Inc., New Delhi.
2. Applied Elasticity-Dr L GovindaRaju, T G Sitaram, Interline Publishing Pvt Ltd.
References:
1. Contiuum Mechanics Fundamentals- Valliappan. C : Oxford and IBH Publishing Co. Ltd.,
New Delhi.
2. Advanced Mechanics of Solids- Srinath.L.S. : Tata McGraw Hill Publications Co.Ltd., New
Delhi.
3. Structural Mechanics with Introduction to Elastity and Plasticity- Venkataraman and Patel :
McGraw Hill Book Inc., New York.
4. Mechanics of Solids- Arbind Kumar Singh : Prentice hall of India Pvt. Ltd. New Delhi -
2007.
13
Assessment Pattern:
CIE: Continuous Internal Evaluation Pattern for theory: (50 Marks)
Blooms Category Tests Assignments AAT 1 AAT 2
Marks (out of 50) 30 10 05 05
Remembrance 10 2 1 1
Understand 5 2 1 1
Apply 5 2 1 1
Analyze 5 2 1 1
Evaluate 5 2 1 1
Create
*AAT 1– Alternate Assessment Tool 1
AAT 2 - Alternate Assessment Tool 2
SEE – Sem End Examination Theory (50 Marks)
Blooms Category Theory Marks (50)
Remembrance 10
Understand 10
Apply 10
Analyze 10
Evaluate 10
Create
14
Course Code : CV651 Credits : 3
L:P:T:S : 3:0:0:0 CIE Marks : 50
Exam Hours : 03 SEE Marks : 50
Hours/Week : 03 Total hours : 40
Course Objectives 1. The introduction to basic components of soil and reinforcement in soil.
2. Soil nailing techniques and Introduction to geosynthetics.
Course Outcomes: At the end of the course the student will be able to
Course Outcome
CO 1 Explain the various materials used as reinforced earth structure material.
CO 2 Design of reinforced earth structure.
CO 3 Explain soil nailing techniques.
CO 4 Explain the concept of Reinforced earth retaining wall
CO 5 Analyse Physical, Chemical, Mechanical and Hydraulic properties
CO 6 Determine the modes of failure of foundation
Mapping of Course outcomes to Program outcomes:
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 3 3 1
CO2 1 2 1
CO3 3 1 1
CO4 3 2 1
CO5 3 1 2
CO6 3 3 1
Unit Content Hours Co’s
1 BASICS OF REINFORCED EARTH CONSTRUCTION: Definition,
Historical Background, Components, Mechanism and Concept, Sandwich
technique for clayey soil.
GEOSYNTHETICS AND THEIR FUNCTIONS: Historical
developments, Recent developments, manufacturing process swoven &
non-woven, Raw materials – polypropylene (polyolefin),Polyethylene
(Polyolefin), Polyester, Polyvinyl chloride, Elastomers, Classification
based on materials type – Metallic and Non-metallic, Natural and Man-
made, Geosynthetics – Geotextiles, Geogrids, Geomembranes,
Geocomposites, Geonets, Geofoam, Geomats, Geomeshes, Geowebs etc.
12
CO1
CO2
CO3
REINFORCED EARTH STRUCTURES
15
2 PROPERTIES AND TESTS ON MATERIALS:Properties – Physical,
Chemical, Mechanical, Hydraulic, Endurance and Degradation
requirements, testing of properties.
.
7 CO2
CO3
3 DESIGN OF REINFORCED EARTH RETAINING WALLS: Concept of
Reinforced earth retaining wall, Internal and external stability, typical
design problems
7
CO2
CO3
CO6
4 DESIGN OF REINFORCED EARTH FOUNDATIONS AND
EMBANKMENTS
Foundations - Modes of failure of foundation, Determination of force
induced in reinforcement ties – Location of failure surface, tension failure
and pull out resistance, length of tie and its curtailment, Bearing capacity
improvement in soft soils, General guidelines.
Embankments - Concept of Reinforced Embankments, Internal and
external stability, typical design problems.
7 CO6
5 SOIL NAILING TECHNIQUES
Concept, , comparison of soil nailing with reinforced soil, methods of soil
nailing, Construction sequence, Components of system, Design aspects
and precautions to be taken.
7 CO1
CO3
NOTE: 1. Questions for CIE and SEE not to be set from self-study component.
2. Assignment Questions should be from self-study component only.
Self Study Component
Unit Contents of the unit CO’s
1 BASICS OF REINFORCED EARTH
CONSTRUCTION: Advantages and
Disadvantage of reinforced earth Construction CO1, CO2, CO3
2 PROPERTIES AND TESTS ON MATERIALS:
Evaluation properties of materials CO2, CO3
3 DESIGN OF REINFORCED EARTH
RETAINING WALLS: Selection of materials for
reinforced earth retaining walls
CO2, CO3, CO6
4 DESIGN OF REINFORCED EARTH
FOUNDATIONS AND EMBANKMENTS
: Selection of materials for Reinforced
Embankments
CO6
5 SOIL NAILING TECHNIQUES
: Advantages & limitations of soil nailing
techniques CO1, CO3
16
TEXT BOOKS: 1. Design with geosynthetics- Koerner. R.M. - Prince Hall Publication, 2005.
2. Construction and Geotechnical Engineering using synthetic fabrics- Koerner. R.M.
&Wesh, J.P.- Wiley Inter Science, NewYork, 1980.
REFERENCE BOOKS:
1. Earth reinforcement and Soil structure- Jones CJEPButterworths, London, 1996.
2. Geotextile Hand Book- Ingold, T.S. & Millar, K.S. - Thomas, Telford, London.
3. Earth Reinforcement Practices - Hidetoshi Octial, Shigenori Hayshi& Jen Otani -Vol. I, A.A.
Balkema, Rotterdam, 1992.
4. Ground Engineer’s reference Book- Bell F.G. - Butterworths, London, 1987.
5. Reinforced Earth- Ingold, T.S. - Thomas, Telford, London.
6. Geosynthetics in Civil Engineering, Editor Sarsby R W, Woodhead Publishing Ltd & CRC
Press, 2007
Assessment Pattern:
CIE: Continuous Internal Evaluation Pattern for theory: (50 Marks)
Blooms Category Tests Assignments AAT 1 AAT 2
Marks (out of 50) 30 10 05 05
Remembrance 10 2 1 1
Understand 5 2 1 1
Apply 5 2 1 1
Analyze 5 2 1 1
Evaluate 5 2 1 1
Create
*AAT 1– Alternate Assessment Tool 1
AAT 2 - Alternate Assessment Tool 2
SEE – Sem End Examination Theory (50 Marks
Blooms Category
Theory Marks (50)
Remembrance 10
Understand 10
Apply 10
Analyze 10
Evaluate 10
Create
17
Course Code : CV652 Credits : 3
L:P:T:S : 3:0:0:0 CIE Marks : 50
Exam Hours : 03 SEE Marks : 50
Hours/Week : 03 Total hours : 40
Course Objectives 1. To study in detail about usage of chemical admixtures
2. To study the mix design of high performance concrete.
Course Outcomes: At the end of the course the student will be able to
Course Outcome
CO 1 Evaluate the Mechanism of chemical admixture, Plasticizers and super Plasticizers
CO 2 Methods of concreting- Pumping, under water concreting and shotcrete
CO 3 Explain the tests on Hardened concrete
CO 4 Analyse the durability of concrete
CO 5 Analyse fiber reinforced concrete
CO 6 Explain the factors affecting mix design
Mapping of Course outcomes to Program outcomes:
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 3 1 2
CO2 1 2 2
CO3 3 1 1
CO4 1 2 1
CO5 1 1 3
CO6 3 2 1
Unit Content Hours Co’s
1 Importance of Bogue’s compounds, Structure of a Hydrated Cement
Paste, Volume of hydrated product, porosity of paste and concrete,
transition Zone, Elastic Modulus, factors affecting strength and
elasticity of concrete, Rheology of concrete in terms of Bingham’s
parameter.
CHEMICAL ADMIXTURES- Mechanism of chemical admixture,
Plasticizers and super Plasticizers and their effect on concrete property in
8
CO1
CO2
CO3
ADVANCED CONCRETE TECHNOLOGY
18
fresh and hardened state, Marsh cone test for optimum dosage of
super plasticizer, retarder, accelerator, Air-entraining admixtures, new
generation Superplasticiser.
2 MIX DESIGN - Factors affecting mix design, design of concrete mix by
BIS method using IS10262 and current American (ACI)/ British
(BS) methods. Provisions in revised IS10262-2004.
DURABILITY OF CONCRETE - Introduction, Permeability of
concrete, chemical attack, acid attack, efflorescence, Corrosion in
concrete. Thermal conductivity, thermal diffusivity, specific heat.
Alkali Aggregate Reaction, IS456-2000 requirement for durability.
8 CO2
CO3
3 RMC concrete - manufacture, transporting, placing, precautions, Methods
of concreting- Pumping, under water concreting, shotcrete, High volume
fly ash concrete concept, properties, typical mix Self compacting concrete
concept, materials, tests, properties, application and Typical mix.
Fiber reinforced concrete - Fibers types and properties, Behaviour of FRC
in compression, tension including pre-cracking stage and post-cracking
stages, behaviour in flexure and shear.
8
CO2
CO3
CO6
4 Light weight concrete-materials properties and types. Typical light
weight concrete mix and high performance concrete-materials, properties
and applications, typical mix.
8 CO6
5 Test on Hardened concrete-Effect of end condition of specimen,
capping, H/D ratio, rate of loading, moisture condition. Compression,
tension and flexure tests. Tests on composition of hardened concrete-
cement content, original w/c ratio.
8 CO1
CO3
NOTE: 1. Questions for CIE and SEE not to be set from self-study component.
2. Assignment Questions should be from self-study component only.
Self Study Component
Unit Contents of the unit CO’s
1 Mineral Admixture
CO1,CO2
CO3
2 IS456-2000 requirement for durability.
CO2,CO3
3 Ferro cement - materials, techniques of
manufacture, properties and application CO2,CO3
CO6
4 High density concrete
CO6
5 NDT tests concepts-Rebound hammer, pulse
velocity methods CO1,CO3
19
TEXT / REFERENCE BOOKS:
1. Properties of Concrete- Neville, A.M. - ELBS Edition, Longman Ltd., London
2. Concrete Technology- M.S. Shetty
3. Concrete Technology- A.R. Santhakumar,-Oxford University Press.
4. Concrete- P.K. Mehta, P J M Monteiro,- Prentice Hall, New Jersey (Special Student
Edition by Indian Concrete Institute Chennai)
5. ACI Code for Mix Design
6. IS 10262-2004
7. Concrete Mix Design- N. Krishna Raju - Sehgal Publishers
8. Concrete Manual- Gambhir M.L.- Dhanpat Rai & Sons, New Delhi
9. Advanced Concrete Technology Processes- John Newman, Ban Seng Choo, - London.
10. Advanced Concrete Technology Constituent materials- John Newman, Ban Seng
Choo- London
11. Non-Destructive Test and Evaluation of Materials- J.Prasad, C G K Nair,-Mc Graw Hill.
12. High Performance Concrete- Prof Aitcin P C- E and FN, London.
13. Properties of Fresh Concrete- Power T.C.- E and FN, London
Assessment Pattern:
CIE: Continuous Internal Evaluation Pattern for theory: (50 Marks)
Blooms Category Tests Assignments AAT 1 AAT 2
Marks (out of 50) 30 10 05 05
Remembrance 10 2 1 1
Understand 5 2 1 1
Apply 5 2 1 1
Analyze 5 2 1 1
Evaluate 5 2 1 1
Create
*AAT 1– Alternate Assessment Tool 1
AAT 2 - Alternate Assessment Tool 2
SEE – Sem End Examination Theory (50 Marks)
Blooms Category Theory Marks (50)
Remembrance 10
Understand 10
Apply 10
Analyze 10
Evaluate 10
Create
20
Course Code : CV653 Credits : 3
L:P:T:S : 3:0:0:0 CIE Marks : 50
Exam Hours : 03 SEE Marks : 50
Hours/Week : 03 Total hours : 40
Course Objectives 1. To provide the students with basic knowledge of structural systems and application of the
concepts of flexibility and stiffness matrices for simple elements
2. To apply the knowledge of mathematics, science and engineering to flexibility and stiffness
matrices to solve problems of trusses, beams and rigid frames
3. To apply the knowledge of mathematics, science and engineering to solve problems in
trusses, and beams
Course Outcomes: At the end of the course the student will be able to
Course Outcome
CO 1 Develop stiffness and flexibility matrix for various structural configurations
CO 2 Decide method of analysis to be employed
CO 3 Determine the element flexibility and transformation of system forces to element forces
CO 4 Analyse the trusses and beams by Direct Stiffness method.
CO 5 Explain Static and Kinematic indeterminacy
CO 6 Explain assembly of structure stiffness matrix
Mapping of Course outcomes to Program outcomes:
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 3 1 2
CO2 1 1 2
CO3 3 1 1
CO4 3 2 1
CO5 3 2 1 2
CO6 1 1 3 3
MATRIX METHOD OF STRUCTURAL ANALYSIS
21
Unit Content Hours Co’s
1 INTRODUCTION: Structural systems, Geometrical and material
nonlinearities, Static and Kinematic indeterminacy, Concepts of stiffness
and flexibility, Flexibility and stiffness matrices of truss and beam
elements
8
CO1
CO2
CO3
2 ELEMENT FLEXIBILITY METHOD: Transformation of system forces
to element forces in flexibility method, Assembly of structure flexibility
matrix in element flexibility method, Flexibility method applied to
trusses, continuous beams and rigid frames.
8 CO2
CO3
3 ELEMENT STIFFNESS METHOD: Transformation from system forces
to element forces in stiffness method, Assembly of structure stiffness
matrix in element stiffness method. Stiffness method applied to trusses,
continuous beams and rigid frames.
8
CO2
CO3
CO6
4 DIRECT STIFFNESS METHOD: Local and Global coordinate systems,
Stiffness matrices of truss and beam elements in global coordinates,
Analysis of trusses and beams by Direct Stiffness method.
8 CO6
5 STORAGE TECHNIQUES: Half band, skyline storage by Gaussian
elimination and Cholesky method, Bandwidth consideration, Solution of
equations, Uses of commercial packages 8
CO1
CO3
NOTE: 1. Questions for CIE and SEE not to be set from self-study component.
2. Assignment Questions should be from self-study component only.
Self Study Component
Unit Contents of the unit CO’s
1 INTRODUCTION: Principle of minimum
potential energy and minimum complementary
energy
CO1
CO2
CO3
2 ELEMENT FLEXIBILITY METHOD: Analysis
of fixed and continuous beams with supports
subjected to sinking and rotation using flexibility
matrix method
CO2
CO3
3 ELEMENT STIFFNESS METHOD: Analysis of
fixed and continuous beams with supports
subjected to sinking and rotation using stiffness
matrix method
CO2
CO3
CO6
4 DIRECT STIFFNESS METHOD: Analysis of
fixed and continuous beams with supports
subjected to sinking and rotation using direct
stiffness method
CO6
5 STORAGE TECHNIQUES: Preparation of
Algorithms and flow charts CO1
CO3
22
Text books: 1. Weaver W and Gere J H, “Matrix Analysis of Framed Structures”, CBS Publications, New
Delhi
2. Rajasekaran S, “Computational Structural Mechanics “, PHI, New Delhi
References :
1. Pundit and Guptha, “Theory of Structures”, Vol II, TMH Publications, New Delhi
2. A K Jain, “Advanced Structural Analysis”, Nemchand Publications, Roorkee 3. C S Reddy,
‘Basic Structural Analysis“, TMH Publications, New Delhi
Assessment Pattern:
CIE: Continuous Internal Evaluation Pattern for theory: (50 Marks)
Blooms Category Tests Assignments AAT 1 AAT 2
Marks (out of 50) 30 10 05 05
Remembrance 10 2 1 1
Understand 5 2 1 1
Apply 5 2 1 1
Analyze 5 2 1 1
Evaluate 5 2 1 1
Create
*AAT 1– Alternate Assessment Tool 1
AAT 2 - Alternate Assessment Tool 2
SEE – Sem End Examination Theory (50 Marks)
Blooms Category Theory Marks (50)
Remembrance 10
Understand 20
Apply 10
Analyze 10
Evaluate
Create
23
Course Code : CV654 Credits : 3
L:P:T:S : 3:0:0:0 CIE Marks : 50
Exam Hours : 03 SEE Marks : 50
Hours/Week : 03 Total hours : 40
Course Objectives 1. Familiarize fundamentals of Photogrammetry & Remote Sensing including advantages &
disadvantages of vertical and oblique photos & acquiring methods
2. Interaction of matter with EMR
3. Remote sensing sensors & platforms, resolutions
Course Outcomes: At the end of the course the student will be able to
Course Outcome
CO 1 Select proper satellite remote sensing data & scale.
CO 2 Analyse aerial photogrammetry
CO 3 Study the properties of digital image data, data formats
CO 4 Digital analysis of remote sensing data products
CO 5 Map and monitor earth resources and learn application of remote sensing knowledge to various
civil engineering field
CO 6 Interpret remote sensing image.
Mapping of Course outcomes to Program outcomes:
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 3 1 1
CO2 2 1 3
CO3 1 1 3
CO4 2 2 1
CO5 1 1 3
CO6 2 2 2
Unit Content Hours Co’s
1 PHOTOGRAMMETRY – Introduction, basic definitions, terrestrial
photogrammetry, phototheodolite, horizontal and vertical angles from
terrestrial photographs, horizontal position of a point from photographic
measurements.
8
CO1
CO2
CO3
PHOTOGRAMMETRY AND REMOTE SENSING
24
2 AERIAL PHOTOGRAMMETRY - Advantages, vertical, tilted and
oblique photographs, geometry of vertical photographs, scale of vertical
photograph over flat and variable terrain, ground coordinates,
computation of length of a line, computation of flying height, relief
displacement, overlaps, flight planning.
8 CO2
CO3
3 INTRODUCTION TO REMOTE SENSING: Ideal remote sensing
system, basic principles of electromagnetic remote sensing,
electromagnetic energy, electromagnetic spectrum, interaction with
earth’s atmosphere, interaction with earth- surface materials,
REMOTE SENSING PLATFORMS AND SENSORS: Introduction,
platforms- IRS, Landsat, SPOT, Cartosat, Ikonos, Envisat etc. Sensors-
active and passive, MSS, AVHRR, LISS, TM, PAN, WIFS, microwave
sensors, sensor resolutions (spatial, spectral, radiometric and temporal)
.
8
CO2
CO3
CO6
4 Properties of digital image data, data formats, Basics of digital image
processing- radiometric and geometric corrections, image enhancements,
image transforms based on arithmetic operations,
Remote sensing image interpretation, thematic classification (supervised
and unsupervised) maximum likelihood classification, introduction to
accuracy assessment of classification.
8 CO6
5 APPLICATIONS OF REMOTE SENSING: Applications in Land Use
Land Cover Analysis, Change Detection, Water Resources, Urban
Planning, Environmental and Geological Applications.
8 CO1
CO3
NOTE: 1. Questions for CIE and SEE not to be set from self-study component.
2. Assignment Questions should be from self-study component only.
Self Study Component
Unit Contents of the unit CO’s
1 Elevation of points by photographic
measurements, determination of focal length CO1,CO2
CO3
2 Computation of required number of photographs
for a given area, ground control in
photogrammetry CO2,CO3
3 Spectral reflectance of earth surface materials CO2,CO3
CO6
4 Image filtering CO6
5 Other application of remote sensing on pollution
control CO1
CO3
25
Text Books: 1. Remote sensing and image interpretation - Lillesand - (John Wiley and Sons).
2. Concepts and Techniques of Geographic Information Systems – C.P.Lo. Albert K.W.
Yeung, PHI Learning, New Delhi – 2009 2nd Edition..
3. Higher Surveying – Surveying III. Dr B C Punmia, Ashok K Jain. Laxmi Publications
(P). Ltd
Reference Books:
1. Principles of GIS - Peter A BurroughReachael A Mc. Donnel - (Oxford).
2. The GIS Book - George B. Korte, P.E. - 5th Edn., Thomson Learning.
3. Richards J.A., and X. Jia, Remote sensing digital image analysis: an introduction.
3rdedition Springer, 1999.
Assessment Pattern:
CIE: Continuous Internal Evaluation Pattern for theory: (50 Marks)
Blooms Category Tests Assignments Quizzes Self Study
Marks (out of 50) 30 10 05 05
Remembrance 10 2 1 1
Understand 5 2 1 1
Apply 5 2 1 1
Analyze 5 2 1 1
Evaluate 5 2 1 1
Create
*AAT 1– Alternate Assessment Tool 1
AAT 2 - Alternate Assessment Tool 2
SEE – Sem End Examination Theory (50 Marks)
Blooms Category Theory Marks (50)
Remembrance 10
Understand 20
Apply 10
Analyze 10
Evaluate
Create