Experimental study on the behavior of soil retaining walls situated on deformable grounds
碩士 === 國立成功大學 === 土木工程學系碩博士班 === 95 === In the study, a two-dimensional model retaining wall system was established. The backfill and foundation of the retaining walls were construced by stacking 2mm�� �e 150mm steel rods. In this model, we can observe the location of failure surface and behavior of...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2007
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| Online Access: | http://ndltd.ncl.edu.tw/handle/11597468816008106010 |