Unsaturated soil consolidation theory and laboratory experimental data
The volume change process of an unsaturated soil was considered as a transient flow problem with water and air flowing simultaneously under an applied stress gradient. laboratory experiments were performed to study the volume change behavior of unsaturated soils. Several compacted kaolin specimens w...
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| Main Authors: | , |
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| 格式: | Article |
| 語言: | English |
| 出版: |
2011
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| 主題: | |
| 在線閱讀: | https://hdl.handle.net/10356/94512 http://hdl.handle.net/10220/7354 |
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| 機構: | Nanyang Technological University |
| 語言: | English |