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

表 3 各土层的蠕变参数

Tab.3 Creep parameters of each soil layer

土层 $ {\lambda ^ * } $ $ {\kappa ^ * } $ ${\;\mu ^ * }$ 2-2 0.028 840 0.013 723 0.001 468 00 2-3 0.012 782 0.008 909 0.000 900 74 3-1 0.022 098 0.022 633 0.001 575 99