Further the coupling interaction of failure and slide is studied for calcareous sand. The interaction is described by damage model and boundingsurfacemodel, respectively.
然后考虑钙质土的颗粒破碎与滑移两种变形机制的耦合作用，并分别采用损伤模型和边界面模型予以描述。
2
The boundingsurface masonry model is developed and verified using test data.