Collapse settlement of unsaturated soil from effective stress and shear strength interaction of soil
Consolidation settlement is the volume change behaviour due to dissipation of excess pore water pressure in saturated conditions. However, in a partially saturated condition, suction plays an important role in governing settlement behaviour. Besides, it also influences the shear strength of the soil...
| 发表在: | IOP Conference Series: Materials Science and Engineering |
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| 主要作者: | |
| 格式: | Conference paper |
| 语言: | English |
| 出版: |
Institute of Physics Publishing
2019
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| 在线阅读: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85067894119&doi=10.1088%2f1757-899X%2f527%2f1%2f012020&partnerID=40&md5=a711f544ba0f57f806b9b2ac8372c23f |