基于改进修正动员强度设计方法的软土基坑围护结构侧移预测
Prediction of lateral displacement of retaining structure of soft soil foundation pit based on improved modified mobilizable strength design method
基于改进修正动员强度设计方法的软土基坑围护结构侧移预测 |
| 肖衎,张世民,丁智,范晓真,张霄 |
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Prediction of lateral displacement of retaining structure of soft soil foundation pit based on improved modified mobilizable strength design method |
| Kan XIAO,Shimin ZHANG,Zhi DING,Xiaozhen FAN,Xiao ZHANG |
| 图 1 悬臂塑性变形机制 |
| Fig.1 Plastic deformation mechanism of cantilever retaining wall |
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