太湖隧道软土基坑长期稳定性分析与变形预测

周傲,王斌,李洁涛,周欣,夏文俊

Long-term stability analysis and deformation prediction of soft soil foundation pit in Taihu Tunnel

Ao ZHOU,Bin WANG,Jie-tao LI,Xin ZHOU,Wen-jun XIA

图 4 k30+100断面的数值计算模型

Fig.4 Numerical model of k30+100 profile