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UNIVERSITY OF KERALA - College of Engineering, Trivandrum

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08.705.3 Elective-III DEEP FOUNDATIONS L T P/D Cr<br />

3 1 0 4<br />

Module I<br />

Classification <strong>of</strong> piles based on mechanism <strong>of</strong> load transfer, method <strong>of</strong> installation , material. used – Concrete<br />

piles - Ultimate skin friction and end bearing capacity <strong>of</strong> single pile in clay and sand by the I.S.code method –<br />

Critical depth concept - Ultimate skin friction and end bearing capacity <strong>of</strong> single pile installed in granular soils<br />

based on SPT and CPT values – Basis <strong>of</strong> dynamic formulae - The rational pile formula –Modified Hiley<br />

formula – General comments on the reliability <strong>of</strong> dynamic formulae - Pile driving stresses - Conventional and<br />

cyclic pile load tests –Piles for resisting uplift - Tension piles <strong>of</strong> uniform diameter in clays and sands - Tension<br />

piles with enlarged base in clays.<br />

Module II<br />

Single pile versus pile groups – Pile group configurations - Group action – Efficiency <strong>of</strong> pile groups - Group<br />

capacity – Minimum spacing <strong>of</strong> piles in a group – Negative skin friction <strong>of</strong> pile groups – Settlement <strong>of</strong> pile<br />

groups in clays – Equivalent raft approach - Settlement <strong>of</strong> pile groups in sands - Skempton’s and Meyerh<strong>of</strong>’s<br />

methods - Brief discussion on drilled piers.<br />

Module III<br />

Well foundations – Components <strong>of</strong> a well foundation– Procedure for construction and sinking <strong>of</strong> wells –<br />

Thickness <strong>of</strong> well steining for sinking under self weight - Grip length - Problems encountered in well sinking –<br />

Tilts and Shifts – Causes – Permissible tilts and shifts - Methods to rectify tilts and shifts – Forces acting on a<br />

well foundation –Allowable bearing pressure – Lateral stability <strong>of</strong> well foundations - Terzaghi’s analysis.<br />

References:<br />

1. Gopal Ranjan & A.S.R Rao , Basic and Applied Soil Mechanics,New Age International (P) Limited,<br />

New Delhi, 2002<br />

2. K.R. Arora, Geotechnical <strong>Engineering</strong>, Standard Publishers Distributors, New Delhi, 2006<br />

3.Venkatramaiah, Geotechnical <strong>Engineering</strong>, Universities Press (India) Limited, Hyderabad, 2000<br />

Question Paper: Duration:3 hours<br />

The question paper consists <strong>of</strong> Part A and Part B.<br />

Part A carries 40 marks. There will be 8 compulsory short answer questions covering entire syllabus.<br />

Part B is for 60 marks. There will be 2 questions from each module. The candidate has to answer one question<br />

<strong>of</strong> 20 marks from each module.<br />

78

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