Consolidation of unsaturated soils with pore-water pressure measurement
The specimens were then tested under a series of constant rate of strain consolidation (CRS) tests and incremental loading consolidation (IL) tests. The test results obtained were compared to study the effects of strain rate in CRS test for specimens at different matric suction. The test results...
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| Format: | Final Year Project |
| Language: | English |
| Published: |
2014
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| Online Access: | http://hdl.handle.net/10356/60002 |
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| Institution: | Nanyang Technological University |
| Language: | English |