System Identification of Soil Parameters Base on Beam on Elastic Foundation Method in Deep Excavation Analysis
碩士 === 國立臺灣科技大學 === 營建工程系 === 92 === The purpose of this study is to use the displacement of continuous wall measured in—situ which is caused by excavation engineering to estimate the soil parameters base on “Beam on Elastic Foundation Method”; furthermore, we use those soil parameters to forecast d...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2004
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| Online Access: | http://ndltd.ncl.edu.tw/handle/67203544053887586571 |