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...
| 出版年: | IOP Conference Series: Materials Science and Engineering |
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| 第一著者: | |
| フォーマット: | Conference paper |
| 言語: | English |
| 出版事項: |
Institute of Physics Publishing
2019
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| オンライン･アクセス: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85067894119&doi=10.1088%2f1757-899X%2f527%2f1%2f012020&partnerID=40&md5=a711f544ba0f57f806b9b2ac8372c23f |