Shear strength characteristics of a compacted kaolin under infiltration conditions
This thesis consists of 3 parts. Study the shear strength characteristics of saturated and unsaturated soils under shearing-infiltration conditions. The characteristics of pore-water pressure development and volume change in soil under infiltration were investigated.
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| Format: | Thesis |
| Language: | English |
| Published: |
2008
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| Online Access: | http://hdl.handle.net/10356/11836 |