提出了边坡稳定概率分析的具体方法及分析步骤。
The Paper proposed the detailed probability analysis method and steps for side slope stability.
并利用该模型分析了某大型地下空间块状岩体的稳定概率。
The stability probability of blocky surround rocks in a large underground opening is calculated according to the reliability model.
本文采用目前相对精确的验算点法对某边进行稳定概率分析，并与安全系数作比较。
The paper adopted a relative precision method of probability analysis of slope stability-design point method, and compared to traditional safety coefficient assessment.
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