Small strain based method for predicting three-dimensional soil displacements induced by braced excavation

被引：0

作者：

Department of Geotechnical Engineering, Tongji University, Shanghai ^{[1
]}

200092, China

不详 ^{[2
]}

200092, China

机构：

来源：

Tunn. Undergr. Space Technol. | 1600年 / 12-22期

关键词：

Adjacent structures - Hardening soil models - Inverse analysis - Material parameter - Small strains - Small-strain stiffness - Soil movements - Three-dimensional displacements;

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摘要：

引用

页码：12 / 22