UNIVERSITY OF KERALA - College of Engineering, Trivandrum
UNIVERSITY OF KERALA - College of Engineering, Trivandrum
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 />
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