GEOTECHNICAL ENGINEERING II Course Code : CV61 · PDF fileTerzaghi’s and Brinch Hansen’s bearing capacity equations - assumptions and limitations, ... (Meyer’s and Rower’s

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


L:P:T:S : 3:0:0:0 CIE Marks : 50



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



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


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



7



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



Marks (out of 50) 30 10 05 05


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




Remembrance 10

Understand 10

Apply 10

Analyze 10

Evaluate 10

Create

8


L:P:T:S : 3:0:0:0 CIE Marks : 50



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


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


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



10



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:



Marks (out of 50) 30 10 05 05


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



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



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)



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


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





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)


Marks (out of 50) 30 10 05 05


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



Blooms Category Drawing Marks (50)

Remembrance 10

Understand 20

Apply 10

Analyze 10

Evaluate

Create

14

DESIGN AND DRAWING OF RC STRUCTURES


L:P:T:S : 1:2:0:0 CIE Marks : 50



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



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


L:P:T:S : 1:2:0:0 CIE Marks : 50



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



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


L:P:T:S : 3:0:0:0 CIE Marks : 50



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 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.



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


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



3



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:


Blooms Category Tests Assignments Quizzes Self Study

Marks (out of 50) 30 10 05 05


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




Remembrance 10

Understand 10

Apply 10

Analyze 10

Evaluate 10

Create

4

TRAFFIC ENGINEERING


L:P:T:S : 3:0:0:0 CIE Marks : 50



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



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


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



6



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)


Marks (out of 50) 30 10 05 05


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




Remembrance 10

Understand 10

Apply 10

Analyze 10

Evaluate 10

Create

7


L:P:T:S : 3:0:0:0 CIE Marks : 50



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 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



CO1 3 1 1

CO2 1 2 3

CO3 1 1 2

CO4 3 1 2

CO5 1 2 3

CO6 3 1 1


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





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:



Marks (out of 50) 30 10 05 05


Understand 5 2 1 1

Apply 5 2 1 1

Analyze 5 2 1 1

Evaluate 5 2 1 1

Create





Remembrance 10

Understand 10

Apply 10

Analyze 10

Evaluate 10

Create

10


L:P:T:S : 3:0:0:0 CIE Marks : 50



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 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.



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


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



12



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:



Marks (out of 50) 30 10 05 05


Understand 5 2 1 1

Apply 5 2 1 1

Analyze 5 2 1 1

Evaluate 5 2 1 1

Create





Remembrance 10

Understand 10

Apply 10

Analyze 10

Evaluate 10

Create

14


L:P:T:S : 3:0:0:0 CIE Marks : 50



Course Objectives 1. The introduction to basic components of soil and reinforcement in soil.

2. Soil nailing techniques and Introduction to geosynthetics.


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



CO1 3 3 1

CO2 1 2 1

CO3 3 1 1

CO4 3 2 1

CO5 3 1 2

CO6 3 3 1


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





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:



Marks (out of 50) 30 10 05 05


Understand 5 2 1 1

Apply 5 2 1 1

Analyze 5 2 1 1

Evaluate 5 2 1 1

Create



SEE – Sem End Examination Theory (50 Marks

Blooms Category

Theory Marks (50)

Remembrance 10

Understand 10

Apply 10

Analyze 10

Evaluate 10

Create

17


L:P:T:S : 3:0:0:0 CIE Marks : 50



Course Objectives 1. To study in detail about usage of chemical admixtures

2. To study the mix design of high performance concrete.


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



CO1 3 1 2

CO2 1 2 2

CO3 3 1 1

CO4 1 2 1

CO5 1 1 3

CO6 3 2 1


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





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:



Marks (out of 50) 30 10 05 05


Understand 5 2 1 1

Apply 5 2 1 1

Analyze 5 2 1 1

Evaluate 5 2 1 1

Create





Remembrance 10

Understand 10

Apply 10

Analyze 10

Evaluate 10

Create

20


L:P:T:S : 3:0:0:0 CIE Marks : 50



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 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



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


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





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:



Marks (out of 50) 30 10 05 05


Understand 5 2 1 1

Apply 5 2 1 1

Analyze 5 2 1 1

Evaluate 5 2 1 1

Create





Remembrance 10

Understand 20

Apply 10

Analyze 10

Evaluate

Create

23


L:P:T:S : 3:0:0:0 CIE Marks : 50



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 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.



CO1 3 1 1

CO2 2 1 3

CO3 1 1 3

CO4 2 2 1

CO5 1 1 3

CO6 2 2 2


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





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:



Marks (out of 50) 30 10 05 05


Understand 5 2 1 1

Apply 5 2 1 1

Analyze 5 2 1 1

Evaluate 5 2 1 1

Create





Remembrance 10

Understand 20

Apply 10

Analyze 10

Evaluate

Create

Documents

GEOTECHNICAL ENGINEERING II Course Code : CV61 · PDF fileTerzaghi’s and Brinch Hansen’s bearing capacity equations - assumptions and limitations, ... (Meyer’s and Rower’s