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: | Chang, Ming-Te, 常明德 |
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Other Authors: | Wu Cho-Sen |
Format: | Others |
Language: | zh-TW |
Published: |
1997
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Online Access: | http://ndltd.ncl.edu.tw/handle/62660068138484056920 |
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