Investigation on Stability of Piled Slope Using Limit Analysis
碩士 === 國立臺灣海洋大學 === 河海工程學系 === 93 === In the paper, the kinematical approach of limit analysis is used to analyze the stability of earth slopes reinforced with pile.As the location of the piles is different, the safety factor of the slope and the critical surface will be caculated. On the other hand...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2005
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| Online Access: | http://ndltd.ncl.edu.tw/handle/32285640483983708627 |