Assessment of Rainfall Induced Landslide Potential
博士 === 臺灣大學 === 土木工程學研究所 === 98 === The pore pressure increases due to rainfall infiltration, which may result in the slope instability. Thus, the rainfall-induced landslide is closely related to the hydrological response. Regarding the slope stability analysis in the mountain area, usually numeri...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2010
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| Online Access: | http://ndltd.ncl.edu.tw/handle/96275923515198497299 |