Failure Analysis of Jointed Rock Slopes Based on a Modified Smooth-Joint Model
碩士 === 國立臺灣大學 === 土木工程學研究所 === 103 === Rock slope often contains discontinuities such as joints, which is the key factor of rock slope stability. Conventionally, the limit equilibrium analysis and continuum numerical analysis are most used method for stability of jointed rock slope. However, the mec...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2015
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| Online Access: | http://ndltd.ncl.edu.tw/handle/22880678145865119601 |