Study on the deformation behavior of slope by considering cohesion degradation and friction mobilization
碩士 === 淡江大學 === 土木工程學系碩士班 === 101 === In slope stability analysis, the coefficient of friction angle and cohesion adopted in Mohr-Coulomb failure criterion are kept constant. The friction angle and cohesion are assumed simultaneously to reach the peak value. However, the experimental result show tha...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2013
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| Online Access: | http://ndltd.ncl.edu.tw/handle/98992555025718731091 |