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8CE4.2-ADVANCED FOUNDATION ENGINEERING L 3 |
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Unit 1 |
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Shallow foundation |
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: Methods of estimation of bearing capacity computation of bearing capacity |
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factors, Effect of eccentric and inclined loads effect of water table on bearing capacity, |
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Moyerhof’s analysis, Bearing capacity of stratified soils, Methods of estimation of settlement of |
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footings
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Unit 2 |
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Limits of settlements for various structures, Indian Standard Code Provisions (IS: 1904, 6403, |
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8009). Determination of allowable bearing capacity as per IS code. Schemartman’s method, Dee |
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beer’s and Mortin method of finding out settlement from static cone penetration test. Methods of |
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finding out bearing capacity from plate load test, standard penetration test data. |
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Unit 3 |
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Pile foundations |
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: types of pile and their use, modes of failure. Bearing capacity and settlement of |
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pile foundation. Types of piles, Allowable load, Pile load test, Dynamic and static formulae. |
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Bearing Capacity factors. Pile group bearing capacity and settlement. Negative skin friction. |
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Behavior of piles under lateral loading. Winkler’s assumption. Pile resistance and deflection |
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under lateral loads, elastic method, Brooms method. |
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Unit 4 |
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Foundation on difficult Soils: |
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Collapsible soil; identification, Collapse settlement: foundation |
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design. Sanitary land fills settlement of sanitary land fill. |
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Expensive soils |
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: Behaviour of expansive soil, foundation practices, under-reamed piles. Methods |
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of finding out load carrying capacity of under reamed piles in clayey and sandy soil. Provision of |
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IS 2911 Part III-1980 for design of under-reamed pile foundations. |
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Unit 5 |
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Raft foundation: |
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common types of raft, combined footing. Bearing capacity of raft, differential |
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settlement of raft; semi empirical method of design of raft foundation. |
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Well foundations |
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: design and construction. Bearing capacity, settlement and lateral resistance. |
Tilts and shifts, IS and IRC codes method