Study on the mechanism of rainfall-induced slope failure and debris discharge
博士 === 國立成功大學 === 土木工程學系碩博士班 === 97 === A series of rainfall tests on 0.32 m-deep, 0.7 m–high, 1.35 m–wide sandy slopes resting on an impermeable rigid base inclined at 30° from the horizontal was performed to predict of rainfall-induced flow-slides and / or debris flows. In-soil moisture content a...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2009
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| Online Access: | http://ndltd.ncl.edu.tw/handle/31658166839178302499 |