Numerical Analyses of A Geosynthetic-Reinforced Soil Wall with Flexible Wrapped-Around Facing
碩士 === 國立臺灣科技大學 === 營建工程系 === 104 === The research describes a finite element model that was developed to simulate the response of a full-scale, geosynthetic-reinforced soil (GRS) wall with wrapped around faces. The selected GRS wall was 3.6m tall with uniform sand backfill built and carefully instr...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2016
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| Online Access: | http://ndltd.ncl.edu.tw/handle/39006555081579242194 |