Based on the principle of structure-soil interaction, the coupling model was used to simulate the layer structure, nonlinear stress-strain property and status of slipping, tension cracking between soil and reinforced concrete wall.

• 摘要在考虑了土与结构的相互作用的基础上，采用耦合模型来模拟土体的分层性、非线性以及土体和钢筋混凝土之间的滑移、拉裂、嵌入以及土体的半无限边界条件。