从而进一步证明了局部破坏理论的正确性和边坡软弱结构面是控制边坡稳定的关键因素。
Therefore, it is further proved that local failure theory is correct and weak structural plane will control the stability of slope.
由概率论和模糊数学理论得出了各分块发生局部破坏和破坏扩展的模糊概率计算公式。
According to probabilistic theory and fuzzy mathematics, the formula to calculate fuzzy probability of any slips damage and of the development of failure is derived.
基于多重势面弹塑性理论分析局部化问题，构造了适用于裂隙岩体破坏的多重势面不连续分叉模型，建立了求解局部化方向的数值方法。
In the framework of the multiple potential surface elastoplastic theory, the discontinuous bifurcation model used to simulate the failure of the jointed rocks is presented in this paper.
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