Particle size effect on the strength and failure pattern of reinforced soil retaining wall
碩士 === 雲林科技大學 === 營建工程系碩士班 === 96 === Many geosynthetics-reinforced soil (GRS) retaining wall with granular backfill have been used as permanent and important structure. In view of the above, a series of plane strain model test was performed in this study. The dimensions of the plane strain model wa...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2008
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| Online Access: | http://ndltd.ncl.edu.tw/handle/44786751555910593566 |