MG S5 Civil Engineering Syllabus

CE010 504 GEOTECHNICAL ENGINEERING – I  

Teaching scheme:                                                                                          Credits: 4

3 hour lecture and 1 hour tutorial per week 

                                         

Objective:

Geotechnical Engineering is one of the important disciplines of Civil Engineering involving the study of behaviour and engineering properties of soil.

The objective of the course is to present different laws and principles of Soil Mechanics so that the strength and settlement of the foundation soil can be evaluated.

Module 1 (15 Hours)

Soil formation and soil types: Residual soil and transported soil-Soil structure-

Basic structural units of clay minerals. Simple soil properties: three phase systems

- void ratio - porosity - degree of saturation - moisture content - specific gravity -

unit weight relationships.

Laboratory and field identification of soils: Determination of water content,

specific gravity, determination of field density by core cutter and sand

replacement method, grain size analysis by sieve, hydrometer analysis

- Atterberg limits and indices - field identification of soils.

Classification of soils: Principles of classification - I. S. classification - plasticity

chart.

Module 2 (13 Hours)

Permeability of soils: Darcy’s law - factors affecting - constant head

and falling head test - permeability of stratified deposits. soil- water system -

classification of soil water - capillarity of soils - principles of effective stress.

Seepage of soils: seepage pressure, critical hydraulic gradient - quick

sand condition - flownet diagram for isotropic and anisotropic soils

.

Module 3 (10 Hours)

Shear strength: Shear strength parameters - Mohr’s circle – Mohr Coulomb

strength theory -direct, triaxial, unconfined and vane shear tests- Drainage

conditions - UU, CD and CD tests - choice of test conditions for field problems -

measurement of pore pressure-critical void ratio and liquefaction. -  Activity ,sensitivity and thixotropy

Module 4 (12 Hours)

Compaction: Objects of compaction - proctor test and modified proctor test -

concept of OMC and Max. dry density - Zero air void line - factors affecting

compaction - effect of compaction on soil properties - field methods-.of

compaction - control of compaction.

Stability of slopes: types of failures of soil slopes -  Analysis of finite slopes only-Swedish circle method -  = 0 analysis and c -  analysis. -Taylor’s stability number and stability charts

.

Module 5 (10 Hours)

Compressibility and consolidation of soils: void ratio - pressure relationship -

concept of coefficient of compressibility - coefficient of volume change and

compression index - normally loaded and pre loaded deposits - determination of

preconsolidation pressure - Terzaghi’s theory of one dimensional consolidation -

time rate of consolidation - time factor - degree of consolidation - square root time

and log time - fitting methods - coefficient of consolidation - calculation of void

ratio - height of solids methods and change in void ratio method - settlement

analysis.

References

1. Murthy V. N.S, Soil Mechanics and Foundation Engineering, Nai Sarak, Delhi.

2. Gopal Ranjan and A .S .R .Rao, Basic and Applied Soil Mechanics, New Age

International Publishers.

3. Punmia B. C., Soil Mechanics and Foundation Engineering, Laxshmi

Publications, New Delhi.

4. Arora K. R., Soil Mechanics and Foundation Engineering, Standard Publishers,

Distributors.

5. V. Narasimha Rao and Venkatramaiah, Numerical Problems, Examples and

Objective Questions in Geotechnical Engineering, Orient LongMan Publishers.

6. Lambe & Whitman, Soil Mechanics, John Wiely Publications

7. S. K. Garg, Soil Mechanics and Foundation Engineering, Khanna Publishers.

CE010 502 COMPUTER PROGRAMMING

Teaching Scheme                                                                                                  Credit: 4

3 hours lecture and 1hour tutorial per week.

Objective:

To provide a strong foundation in the basics of C-Programming so that   students can develop the ability to design software’s.

Module I (15 Hours)

Introduction to C: The C character set- identifiers and keywords- data types-user defined data types-constants and variables-declarations- operators-expressions-statements-library input-output functions

Control statements: if, if-else, switch, -conditional and comma operators.

Module II (15 Hours)

Iterative statements: ’while’, ’do-while’,  for ‘statements-nested loops, break and continue statements.

Functions: Declarations, definition and access-passing arguments to a function –pass by value and pass by reference-recursion.

Storage classes: automatic variables-external variables-register variables-scope and lifetime of variables-macros

Module III (12 Hours)

Arrays: Single dimensional arrays-multidimensional arrays-definition-initializing arrays-passing arrays to a function- matrix operations-addition, transpose and multiplication. Pointers-declaration-operations.

Strings: definition –string handling function-comparison, concatenation and sorting of strings

Module IV (10 Hours)

Structures and union: definition –initialization-accessing structure members-array of structures-passing structure to a function –sorting of structures –binary files-reading and writing of data blocks-union.

Dynamic memory allocation - self referential structures - basic concepts of linked lists.

Module V (8 Hours)

Files :File pointers-data files-opening and closing-reading and writing-appending-error handling function-handling data in blocks-command line arguments.

References

1.B.S. Gotterfield Theory and Problems of Programming with C.TMH

2. Balaguruswamy, Programming in C, Tata Mc Graw Hill.

3. Kern Ingham , Ritchie, The C programming language, Prentice Hall.

4. Byron S Gottfried, Programming with C, Tata Mc Graw Hill.

5. Y. Kenetker, Let us C, BPB Publications.

6. V. Rajaraman, Programming with C.

7. Y. Kenetker, Exploring C, BPB Publications.

CE010 503   DESIGN OF CONCRETE STRUCTURES – I

Teaching Scheme                                                                                                              Credit: 4

2 hours lecture and 2 hours tutorial per week.

Objective

• To provide the students with the knowledge of behaviour of reinforced concrete structural elements in flexure, shear, compression and tension and to enable them to design such elements.

Module 1  (12 hours)

Working stress method: Introduction- permissible stresses-factor of safety –

behaviour of R.C.C beams –assumptions-under reinforced –over reinforced and

balanced sections. Theory of singly and doubly reinforced beams.

Module 2   (12 hours)

Limit state method: Concepts-assumptions –characteristic strength and load partial safety factors-limit states-limit state of collapse –limit state of

serviceability. Theory of singly and doubly reinforced rectangular sections in

flexure-design of simply supported and flanged beams.

Module 3   (15 hours)

Behaviour and design of one way and two way slabs-Continuous slabs-analysis

using method recommended by BIS -arrangements of reinforcement in slabs.

Design of flat slab (Concept only).

Module 4      (8 hours)

Design of columns: Limit state method- I S specifications-design of columns

with lateral and helical reinforcement-members subjected to combined axial load

and bending.

Module 5     (13 hours)

Design of footings-Isolated footing with axial and eccentric loading-combined

footing. Stair cases-introduction to different types-design of simply supported

flights-cantilever steps.

Note: Sketches only required for reinforcement details. Detailed drawing in drawing sheets not required.

References

1. Relevant IS codes. (I.S 456, I.S 875,SP 16)

2. Park R and Pauloy T, Reinforced concrete structures, John Wiely & sons Inc.

3. Purushothaman P, Reinforced concrete structural elements-Behaviour, Analysis

    and Design, Tata McGraw Hill publishing company Ltd.

4. Unnikrishna Pillai S. & D.Menon, Reinforced concrete design, Tata McGraw Hill

    Publishing company Ltd.

5. Mallick S.K., Reinforced concrete, Oxford & IBH Publishing company.

6. Varghese P.C., Limit state design of Reinforced concrete, Printice Hall of India

    Pvt Ltd.

7. Ashok .K. Jain, Reinforced concrete- Limit state design, New Chand & Bose.

8. S.S Bhavikatti, Design of Reinforced concrete structures, I.K.International Publishing                house Pvt.Ltd

CE010 505 QUANTITY SURVEYING AND VALUATION

Teaching Scheme                                                                                                  Credit: 4

3 hours lecture and 1hour tutorial per week.

Objective

To make the students proficient in preparing the rates and thereby adapting them to estimate the entire project.

Module 1 & 2 (26 Hours.)

Purpose of estimates- different methods-Preparation of detailed estimates and

abstracts for RCC Single storey buildings - R C. Footings, Columns – T- Beams.

Preparation of bar bending schedule for R. C. works such as beams and slabs.

Module 3 (12 hours.)

Preparation of specification for common materials of construction and its items of

works with reference to IS specifications. Cost of materials at source -       different types of conveyance and rates - head loads - preparation of conveyance statement- cost of materials at site.

Module 4 (12 hours)

Analysis of rates for earth works, mortars, RCC Works, plastering, brick works,

stone works, laterite work, Pointing, form work, flooring - different types, wood

works - reinforcement works.

Module 5 (10 hours)

Valuation - explanation of terms - material value, rate, years purchase - freehold

and lease hold purchase - depreciation - methods of calculating depreciation -

straight line method - constant percentage method, sinking fund method - and

quantity survey method. Methods of valuation of land - comparative method -

abstractive method. Methods of valuation of property - rental method - direct

comparison with capital cost - valuation based on profit - valuation based on cost

- development method - depreciation method.

References

1. Schedule of rates, KPWD

2. PWD Data Book

3. Dutta, Estimating and costing,S Dutta & Company, Lucknow

4. Rangawala S.C., Estimating & costing, Charator Anand, Delhi

5. I.S: 1200- 1968 - Methods of measurements of building and civil engineering

CE 010 506  STRUCTURAL ANALYSIS I

Teaching scheme:                                                                                          Credits: 4

3hour lecture and 1 hour tutorial per week 

                                         

Objective:

To study the force and displacement methods of structural analysis of indeterminate structures , the influence line diagrams and an introduction to Finite Element Method.

Module 1 (12 hours)

Indeterminate structures- force and displacement methods of structural analysis.

Force method of analysis of indeterminate structures - static indeterminacy

 Method of consistent deformation, Clapyron’ s theorem of three moments- analysis of fixed and continuous beams

Module 2 (12 hours)

Displacement method of analysis: Kinematic indeterminacy

Slope deflection method-fundamental equations-analysis of continuous beams & portal frames (with sway and without sway)

Moment distribution method - analysis of continuous beams & portal frames (with sway and without sway).

Module 3 (14 hours)

Matrix methods: Stiffness method-stiffness-equilibrium equation

 Direct stiffness method - structure stiffness matrix-assembly of structure stiffness matrix from element stiffness matrix-equivalent joint load – incorporation of boundary conditions –analysis of beams and  pin-jointed frames.

Module 4 (10 hours)

Flexibility method: Flexibility –compatibility equation-flexibility influence coefficients – force transformation matrix-flexibility matrix-analysis of beams & frames (rigid and pin-jointed).

Module 5 (12hours)

Finite element method: Introduction to FEM-Historical development-Idealization of actual structures- Boundary conditions. General procedure of FEA-Displacement approach - shape functions

References

1.Devdas Menon, Structural Analysis, Vol.1&II, Narosa, Chennai.

2. Bhavikatti S.S , Structural Analysis Vol. I, Vikas Publishing House (P) Ltd.

3. Weaver &Gere, Matrix Analysis of Structures, East West Press.

4. Moshe F. Rubinstein – Matrix Computer Analysis of Structures- Prentice Hall,

1969.

5. Meek J.L., Matrix Structural Analysis, McGraw Hill,1971.

6. Reddy C.S., Basic Structural Analysis, Tata McGraw Hill Publishing Co.1996.

7. Smith J.C. Structural Analysis, Macmillian Pub.Co.1985.

8. Rajesekharan & Sankarasubramanian,G., Computational Structural Mechanics,

Prentice Hall of India, 2001.

9. Mukhopadhyay M., Matrix Finite Element Computer and Structural Analysis,

Oxford & IBH,1984.

10. Wang C.K.& Solomon C.G., Introductory Structural Analysis, McGrawHill.1968.

11. Pezemieniecki, J.S, Theory of Matrix Structural Analysis, McGraw Hill Co., 1984

12. Sadhu Sindh, Strength of Materials, Khanna Publishers, 1988.

13. Seeli F.B.&Smith J.P., Advanced Mechanics of Materials, John Wiley &Sons,

1993.

14. Norris & Wilbur, Elementary Structural Analysis, McGraw Hill.

15. Junarker S.R., Mechanics of Structures, Vol. II, Charorbar Book Stall.

16.O C Zienkiewicz,.Finite Element Method, fourth Edition,McGraw Hill,

17. R.D.Cook, Concepts and Applications of Finite Element Analysis, John Wiley

      &Sons.

19. C.S.Krishnamoorthy, Finite Element Analysis, Tata McGraw Hill .New Delhi,

      1987.

20. S.Rajasekharan, Finite Element Analysis, Wheeler Publishing Co., &Sons.1993.

CE010 507COMPUTING TECHNIQUES LAB

Teaching Scheme                                                                                                  Credit: 2

3 hours Practical   per week.

Objective:

To make the students aware of recent application softwares and to develop programming skills in C language.

List of Experiments:

1. Familiarization of computer hardware, peripherals and network components. Study of operating systems like DOS, Windows. Linux etc. Commands for use of files and directives.
2. Familiarization with packages like MS Word, MS Excel, and power point.
3.  Programming examples related to control statements, arrays, structures, functions, pointers and files in accordance with syllabus of C like,

a. Solution of quadratic equations

b .Preparation of conversion tables

c. Summation of series

d. Arrays manipulation

e. Functions

f. Recursive functions

g. String manipulations

h.  Matrix operations

i. .Preparation of mark lists of students, bills etc. using structures

j.  Input and out using files

k. Simple programs of linked lists and command lime arguments

           References

1. Balaguruswamy, Programming in C, Tata Mc Graw Hill.

2. Kern Ingham , Ritchie, The C programming language, Prentice Hall.

3. Byron S Gottfried, Programming with C, Tata Mc Graw Hill.

4. Y. Kenetker, Let us C, BPB Publications.

5. V. Rajaraman, Programming with C.

CE010 508  GEOTECHNICAL ENGINEERING LABORATORY

Teaching Scheme                                                                                                   Credit:2

3 hours practical per week.

Objective:

To  practice   the different experiments for determination of index properties  and strength of soil and to develop confidence in students to assess the suitability of soil for  various construction activities

 List of Experiments:

1. Determination of specific gravity, water content and particle size distribution by

hydrometer method / pipette method.

2. Determination of field density of soil by sand replacement method and core cutter

method.

3. Determination of Atterberg limits.

4. Proctor’s compaction tests (light and heavy).

5. Permeability tests for cohesive and cohesionless soil.

6. Direct shear test.

7. Triaxial shear test.

8. Unconfined Compression test.

9. Vane shear Test.

10. Consolidation test.

11. Study on Collection and Field Identification of Soil and Sampling Techniques.

References

1. Gopal Ranjan and A .S .R .Rao, Basic and Applied Soil Mechanics, New Age

International Publishers.

2. Punmia B. C., Soil Mechanics and Foundation Engineering, Laxshmi

Publications, New Delhi.

3. Arora K. R., Soil Mechanics and Foundation Engineering, Standard Publishers,

Distributors.

4. V. Narasimha Rao and Venkatramaiah, Numerical Problems, Examples and

    Objective Questions in Geotechnical Engineering, Orient LongMan Publishers.