A study of 1D Simplified Analysis Method for Deep Excavation under Limited Soil Space Conditions by 2D Numerical Method
碩士 === 國立臺灣科技大學 === 營建工程系 === 107 === This study explores the limited soil space issues of deep excavation5 Finite soil effect will cause the decrease of lateral earth pressure and wall deflection5 One-dimensional software nowadays is often used to analyze excavation behavior in practice5 However, t...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2019
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| Online Access: | http://ndltd.ncl.edu.tw/handle/996ddr |