Anna University Syllabus
SF7201 SHALLOW FOUNDATIONS Syllabus | Anna University Regulation 2013 ME Soil Mechanics and Foundation Engineering First Year Second Semester Syllabus. Below is the Anna University 2013 Regulation Syllabus for 2nd Semester for Soil Mechanics and Foundation Engineering, 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 Academic year 2013-2014 onwards for all its Affiliated institutions in Tamil Nadu.
SF7201 SHALLOW FOUNDATIONS L T P C 3 0 0 3
OBJECTIVES:
To impart knowledge to select, analyse and geotechnical and structural design of shallow foundation depending on ground condition.UNIT I SHALLOW FOUNDATIOS 6 Types of foundations – Types of shallow foundation – Design concept - General requirements - Additional consideration - selection of type of foundation - hostile environment.
UNIT II BEARING CAPACITY 9 Theories of bearing capacity – Ultimate Bearing capacity - Homogeneous - Layered soils – Rocks - Evaluation of bearing capacity from in-situ tests – Safe bearing capacity – Bearing capacity of foundations in slope – Bearing capacity under eccentric loading – Codal provisions.
UNIT III SETTLEMENT AND ALLOWABLE BEARING PRESSURE 9 Component of settlement-immediate, primary and secondary consolidation settlement-stress path method of settlement evaluation-layered soil - construction period correction. evaluation from in-situ tests – Allowable settlement – Allowable bearing pressure - codal provisions.
UNIT IV INTERACTIVE ANALYSIS AND DESIGN OF FOUNDATIONS 12 Analysis of foundation - isolated - strip - combined footings and mat foundations. Conventional - elastic approach - Soil Structure Interaction Principles - Application - Numerical techniques - finite element method - Software applications
UNIT V FOUNDATION FOR SPECIAL CONDITIONS 9 Structural Design of shallow foundations – Limit state method-codal provisions- Special foundations - Foundation design in relation to ground movements - Foundation on compressible fills – Foundation for tower-Design of Foundation for seismic forces - Codal Provisions
TOTAL: 45 PERIODS OUTCOME:
Students are able to select, analyse and design shallow foundation based on both the type of soil and loading.
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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