Analysis and Application of Toppling Failure of Anaclinal Rock Slope
碩士 === 中原大學 === 土木工程學系 === 88 === Because of steep topography, inferior geological condition and severe climate, slope instability is always a serious problem in Taiwan. Common failure modes of natural slopes are composed of sliding (planar, wedge and circular), toppling, rock-falling and flow. To...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2000
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| Online Access: | http://ndltd.ncl.edu.tw/handle/13156714035242749895 |