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Saturday, October 6, 2012

SF 9007 SOIL STRUCTURE INTERACTION SYLLABUS | ANNA UNIVERSITY ME SOIL MECHANICS AND FOUNDATION ENGINEERING 1ST SEM SYLLABUS REGULATION 2009 2011 2012-2013

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SF 9007 SOIL STRUCTURE INTERACTION SYLLABUS | ANNA UNIVERSITY ME SOIL MECHANICS AND FOUNDATION ENGINEERING 1ST SEM SYLLABUS REGULATION 2009 2011 2012-2013 BELOW IS THE ANNA UNIVERSITY FIRST SEMESTER ME 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 2009

SF 9007 SOIL STRUCTURE INTERACTION L T P C
3 0 0 3
OBJECTIVE:
 To understand the mechanism of soils, their interactive behaviour, analysis,
its influences in the design parameters through design charts and software
packages.
UNIT I SOIL-FOUNDATION INTERACTION 6
Introduction to soil - Foundation interaction problems, Soil behaviour, Foundation
behaviour, Interface, behaviour, Scope of soil-foundation interaction analysis, soil
response models, Winkler, Elastic continuum, Two parameter elastic models, Elastic
- plastic behaviour, Time dependent behaviour.
UNIT II BEAM ON ELASTIC FOUNDATION - SOIL MODELS 10
Infinite beam, Two parameters, Isotropic elastic half space, Analysis of beams of
finite length, Classification of finite beams in relation to their stiffness – Analysis
through application packages.
UNIT III PLATE ON ELASTIC MEDIUM 10
Infinite plate, Winkler, Two parameters, Isotropic elastic medium, Thin and thick
plates, Analysis of finite plates, rectangular and circular plates, Numerical analysis of
finite plates, simple solutions, Analysis of braced cuts - Application packages.
UNIT IV ELASTIC ANALYSIS OF PILE 10
Elastic analysis of single pile, Theoretical solutions for settlement and load
distribution, Analysis of pile group, Interaction analysis, Load distribution in groups
with rigid cap - pile raft - Application packages
UNIT V LATERALLY LOADED PILE 9
Load deflection prediction for laterally loaded piles, subgrade reaction and elastic
analysis, Interaction analysis, and pile raft system, solutions through influence charts
and Application packages.
TOTAL: 45 PERIODS
REFERENCES:
1. Saran, S, Analysis and desaign of substructures, Taylor & Francis Publishers,
2006
2. Hemsley, J.A, Elastic Analysis of Raft Foundations, Thomas Telford, 1998.
3. Poulos, H.G., and Davis, E.H., Pile Foundation Analysis and Design, John
Wiley, 1980.
4. Murthy, V.N.S., Advanced Foundation Engineering, CBS Publishers, New
Delhi, 2007
5. McCarthy, D.F. Essentials of Soil Mechanics and Foundations, Basic
Geotechnics, Sixth Edition, Prentice Hall, 2002.
6. Selvadurai, A.P.S., Elastic Analysis of Soil Foundation Interaction, Elsevier,
1979.
7. Scott, R.F. Foundation Analysis, Prentice Hall, 1981.
8. Structure Soil Interaction - State of Art Report, Institution of structural
Engineers, 1978.
9. ACI 336, Suggested Analysis and Design Procedures for Combined Footings
and Mats, American Concrete Institute, Dehit, 1988.

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