Thesis
Partially-drained loading of shallow foundations on sand
- Abstract:
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Wave loading on offshore structures founded on sand can result in partially-drained response of the foundation soil. The characteristics of the rate of loading, the permeability of the soil, and the size of the foundation affect the degree of partial drainage. Partial drainage refers to situations where pore pressures develop in the soil, and the response of the soil is neither fully drained nor undrained. This thesis is concerned with the effects of loading rate, and consequent drainage,...
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Bibliographic Details
- Publication date:
- 1999
- Type of award:
- DPhil
- Level of award:
- Doctoral
- Awarding institution:
- University of Oxford
Item Description
- Language:
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English
- Subjects:
- UUID:
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uuid:4bbd27ae-be0e-44ff-a950-72a58375a112
- Local pid:
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td:603847158
- Source identifiers:
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603847158
- Deposit date:
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2013-06-22
Terms of use
- Copyright holder:
- Mangal, Jan Krishna
- Copyright date:
- 1999
- Notes:
- The digital copy of this thesis has been made available thanks to the generosity of Dr Leonard Polonsky
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