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 |
|
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 12 上海K0固结软土试样的归一化应力应变关系[ |
| Fig.12 Normalized stress-strain relationship of Shanghai K0 consolidated soft soil samples |
|
|