Effects of undrained strength anisotropy on surface subsidences induced by the construction of shallow tunnels
Effects of undrained strength anisotropy on surface subsidences induced by the construction of shallow tunnels
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DOI：
10.1139/t89-037
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发表时间：
1989-05
影响因子：
3.6
通讯作者：
K. Lee;R. K. Rowe
中科院分区：
文献类型：
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作者：
K. Lee;R. K. Rowe
实施各向异性土模型，允许考虑由于各向异性的不排水强度的变化。这种分析，然后用于识别的意义…
The implementation of an anisotropic soil model that allows consideration of the variation of undrained strength due to anisotropy is described. This analysis is then used to identify the significa...