On the strength equivalent hypothesis, the theory relation between stress-damage coupling effect and variation of crustal gravity field.
利用应变等效性假设,推导了地壳体的应力-损伤耦合效应与地表重力变化之间的理论关系。
Cavern tunnel diseases, mostly forming underground stress field under the action of damage, seepage, temperature and other factors, are very complicated nonlinear coupling process.
裸洞隧道病害的产生主要是地下应力场在损伤、渗流、温度等因素的耦合作用下形成的,是非常复杂的非线性耦合过程。
The coupling of damage, stress release and stress transfer processes run through the whole deformation history until those interface elements were damaged entirely.
这种损伤-应力调整的循环规律贯穿整个变形过程,直至模型中的接触面被完全剪断。
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