岩土工程
本构方程
地质学
肿胀 的
流量(数学)
变形(气象学)
机械
边值问题
材料科学
有限元法
工程类
结构工程
数学
复合材料
物理
数学分析
海洋学
标识
DOI:10.1002/nag.1610191004
摘要
Abstract The swelling phenomenon in tunneling is numerically modelled as a coupled hydraulic‐mechanical process. The present communication focuses on the significance of the constitutive seepage flow equations, as well as on the importance of the hydraulic boundary conditions. The observed absence of swelling deformations at the tunnel walls and the crown can be explained as a consequence of varying hydraulic boundary conditions along the excavation boundary. According to the presented numerical results, the non‐linearity of the unsaturated flow equations has a decisive qualitative influence on the predicted deformation field.
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