The overall and local stabilities of slope are analyzed by finite difference method and block limit equilibrium tbeory respectively for a hydropower project.
分别运用有限差分法对边坡整体和块体极限平衡法对边坡局部进行稳定性评价。
Using multi-block limit equilibrium method, this thesis studied the most dangerous slip body on left bank again, providing additional verification of its safety behavior.
利用多刚体极限平衡法对最危险滑块进行校核,进一步确定工程的稳定安全性,为施工加固提供依据。
It also provides a method to define a set of hard and soft disk block and file allocation limits and the grace periods before the soft limit becomes enforced as the hard limit.
它还提供了一种方法来定义一组磁盘块和文件分配的硬、软限制,以及软限制强制实施为硬限制前的过渡期。
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