Behavior of Geosynthetic-Reinforced Retaining Wall under Static and Dynamic Conditions with Secondary Reinforcement using Finite Element Method
碩士 === 國立成功大學 === 土木工程學系 === 107 === Applications of geosynthetic reinforcements are commonly designed with a vertical spacing of 0.6 meters. This relatively large spacing may lead to a high reinforcement connection strength and result in connection failure. To alleviate the primary reinforcement ax...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2019
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| Online Access: | http://ndltd.ncl.edu.tw/handle/9js45w |