EFFECT OF GROUND IMPROVEMENT ON BERMED EXCAVATION BEHAVIOR IN CLAY
博士 === 國立臺灣科技大學 === 營建工程系 === 95 === To evaluate the effect of ground improvement on the behavior of bermed excavation in clay, a 1-g model test using the extremely soft clay was proposed here. In addition, the numerical analyses using a three-dimensional explicit finite difference program (FLAC3D)...
| 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/pe25ur |