A Study of Variational Method in Reinforced Slope Stability Analysis
碩士 === 淡江大學 === 土木工程學系 === 85 === This paper presents an analytical method to evaluate the stability of geosynthetic-reinforced embankments. Variational approach developed by Castillo and Revilla is adopted and extended.The reinforcing incl...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1997
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| Online Access: | http://ndltd.ncl.edu.tw/handle/62660068138484056920 |