Evaluation of basal heave stability of deep excavations in soft clay
With ever increasing demands for excavations in Singapore due to land scarcity, deep excavation constructions have been frequently carried out in presence of soft clay. One crucial failure often faced during excavation is basal heave stability failure. This mode of failure is highly varying and depe...
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| Format: | Final Year Project (FYP) |
| Language: | English |
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Nanyang Technological University
2020
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| Online Access: | https://hdl.handle.net/10356/139412 |