The Relationship between Ground Improvement and Wall Deformation in Deep Excavation Using 3-D Analysis
碩士 === 國立臺北科技大學 === 土木與防災研究所 === 102 === PLAXIS 3D, a 3-dimensional numeric analysis program, was used to investigate the influence of piled ground improvement on the retaining structure deformation during deep excavation. The deep excavation of a factory at Neihu, Taipei City was selected as the...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2014
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| Online Access: | http://ndltd.ncl.edu.tw/handle/rf9gqs |