An experimental study on the failure and mobilization of landslide dams induced by seepage
碩士 === 國立中央大學 === 土木工程研究所 === 92 === The characteristics of debris flow generated by the seepage failure of landslide dams are experimentally studied using an inclined slump with slope verying from 16° to 24° in this study. The failure of landslide dams is triggered by toe failure first, then follow...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2004
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| Online Access: | http://ndltd.ncl.edu.tw/handle/34020185317530651776 |