A parametric study of the stability of unsaturated soil slope under rainfall condition
碩士 === 國立臺北科技大學 === 土木與防災研究所 === 102 === Abundant rainfalls often resulted in the rapid rising of water table, and many shallow landslides were encountered during or after these abundant rainfall. In this study, the solid mechanics equations and seepage partial differential equation that representin...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2014
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| Online Access: | http://ndltd.ncl.edu.tw/handle/byy442 |