Saturated and unsaturated stability analysis of slope subjected to rainfall infiltration
This paper presents results of saturated and unsaturated stability analysis of typical residual slopes subjected to rainfall infiltration corresponds to 50 years rainfall return period. The slope angles considered were 45° and 70°. The saturated stability analyses were carried out for original and c...
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| Main Authors: | , |
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| 格式: | Article |
| 語言: | English |
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2018
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| 在線閱讀: | https://hdl.handle.net/10356/89454 http://hdl.handle.net/10220/46247 |
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| 機構: | Nanyang Technological University |
| 語言: | English |
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