大坝与地基的整体稳定性问题历来都是设计和地质专家关注、重视的问题。
Monolithic stability of dam and foundation is a problem that is great concerned by designer and geological expert.
根据极限平衡条件推导出新的方法，可用以判定地基未塌陷土体的整体稳定性。
With the method deduced by the limit equilibrium condition, the foundation stability can be determined.
通过对地基土产生预震效应，提高了加固地基整体的强度、刚度和稳定性。
Pre-shock of ground is beneficial to integral strength, stiffness and stability of the ground.
通过对地基土产生预震效应，提高了加固地基整体的强度、刚度和稳定性。
Pre-shock of ground is beneficial to integral strength, stiffness and stability of the ground.
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