As the water level goes down from 175m to 135m, probability of failure increase with persistence, show that the stability of landslide decline as the water level goes down, this result accorded with the conclusion of ultimate-equilibrium analysis method.
当水位从175m下降到135m，破坏概率持续增大，说明随着库水位下降坡体稳定性降低，与极限平衡分析法结论基本一致。
参考来源 - 可靠性分析在库岸滑坡稳定分析中应用Therefore, the deterministic safety coefficient can't be used to offer the measure of liable preservation in actual slide and the potential probability of failure.
因此，用确定性的安全系数无法提供滑坡体实际可能具备的安全储备的量以及潜在的失效概率。
参考来源 - 基于蒙特卡洛—有限元法的边坡可靠度分析及树根桩整治水下边坡研究·2,447,543篇论文数据，部分数据来源于NoteExpress
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