Experimental Study Triggered by Soil Failure of Natural Dam and Channel Bank
碩士 === 國立中央大學 === 土木工程研究所 === 98 === The effects of side slope soil body and nature dam''s geometric parameter on the collapsing process of landslide dam is experimentally examined in this study. A“continual flow model of dam collapsing” is proposed to simulate the dam collapsing s...
| 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/50505921987025267415 |