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Wednesday, January 16, 2013

SF9321 SHALLOW FOUNDATIONS SYLLABUS | ANNA UNIVERSITY ME SOIL MECHANICS AND FOUNDATION ENGINEERING 2nd SEMESTER SYLLABUS REGULATION 2009 2011 2012-2013

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SF9321 SHALLOW FOUNDATIONS SYLLABUS | ANNA UNIVERSITY ME SOIL MECHANICS AND FOUNDATION ENGINEERING 2nd SEMESTER SYLLABUS REGULATION 2009 2011 2012-2013 BELOW IS THE ANNA UNIVERSITY SECOND SEMESTER M.E SOIL MECHANICS AND FOUNDATION ENGINEERING DEPARTMENT SYLLABUS, TEXTBOOKS, REFERENCE BOOKS,EXAM PORTIONS,QUESTION BANK,PREVIOUS YEAR QUESTION PAPERS,MODEL QUESTION PAPERS, CLASS NOTES, IMPORTANT 2 MARKS, 8 MARKS, 16 MARKS TOPICS. IT IS APPLICABLE FOR ALL STUDENTS ADMITTED IN THE YEAR 2011 2012-2013 (ANNA UNIVERSITY CHENNAI,TRICHY,MADURAI,TIRUNELVELI,COIMBATORE), 2009 REGULATION OF ANNA UNIVERSITY CHENNAI AND STUDENTS ADMITTED IN ANNA UNIVERSITY CHENNAI DURING 2010


SF 9321 SHALLOW FOUNDATIONS L T P C 3 0 0 3


UNIT I INTRODUCTION 6
Developments - Need of Foundation Engineering - Responsibility of Foundation
Engineer - Classification - General requirements - Additional consideration - selection
of type of foundation - hostile environment - structural integrity - economy.
UNIT II BEARING CAPACITY ESTIMATIONS 9
Bearing capacity of shallow foundations - Homogeneous - Layered soils - Soft and
Hard Rocks - Evaluation of bearing capacity from insitu tests - partial safety factor
approach codal - Recommendations.
UNIT III SETTLEMENT EVALUATION 9
Settlement analysis-immediate-consolidation settlement-stress path method of
settlement evaluation-layered soil and rocks-construction period correctionevaluation
from insitu tests - code recommendations.
UNIT IV INTERACTIVE ANALYSIS AND DESIGN OF FOUNDATIONS 14
Analysis of foundation - isolated - strip - combined footings and mat foundations.
Conventional - elastic approach - Soil Structure Interaction Principles - Application -
Numerical techniques - finite element method - Application of softwares - Structural
Design of shallow foundations - working stress method - limit state method - Codal
Recommendations.
UNIT V FOUNDATION FOR SPECIAL CONDITIONS 7
Structural Design of shallow foundations - working stress method Introduction to
special foundations - Foundation design in relation to ground movements -
Foundation on recent refuse fills - Design of Foundation for seismic forces - Codal
Recommendations.
TOTAL: 45 PERIODS
REFERENCES:
1. Donald P. Coduto, Foundation Design Principles and Practices - Prentice
Hall, Inc., Englewood Cliffs, New Jersey, 2001.
2. Winterkorn, H.F. and Fang, Y.F., Foundation Engineering Handbook, Van
Nostrand Reinhold, 1994.
3. Bowles, J.E., Foundation Analysis and Design, Fifth Edition, McGraw Hill,
New York, 1995.
4. Robert Wade Brown, Practical Foundation Engineering Handbook, McGraw
Hill, New York, 1996.
5. Tomlinson, M.J. Foundation Engineering, ELBS, Long man Group, UK Ltd.,
England, 1995.
6. Swami Saran, Soil Dynamics and Machine Foundation, Galgottia Publications
Pvt. Ltd., New Delhi-110002, 1999.
7. Vargheese, P.C. Limit State Design of Reinforced concrete, Prentice-Hall of
India, 1994.
8. Day, R.W., Geotechnical and Foundation Engineering, Design and
Construction, McGraw Hill 1999.
9. Muni Budhu, Soil Mechanics and Foundation, John Wiley and Sons, INC
2000.
10. Donald P. Coduto, Geotechnical Engineering. Principles and Practices,
Prentice - Hall of India Private Limited, 2002.
11. Nainan P. Kurian, Design of Foundation Systems, Principles and Practices,
Narosa Publishing House, Third Edition, 2006.
12. Hemsley, J.A, Elastic Analysis of Raft Foundations, Thomas Telford, 1998.
13. McCarthy, D.F. Essentials of Soil Mechanics and Foundations, basic
geotechnics, Sixth Edition, Prentice Hall, 2002.

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