probability stability analysis

基本解释

Probability analysis for stability of slope investigate geote-engineering problems taking random event and random course as object.
边坡稳定性概率分析方法就是以随机事件和随机过程为对象，来研究岩土工程问题。
This paper is dealing with the probability method of stability analysis for soil slope under the conditions of seepage flow and seismic loading.
本文是关于土坡在有渗透水流出并经受地震荷载作用下概率方法校核稳定性的研究。
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Based balance equation of transfer coefficient method that widely used in domestic, applying checking point method recommended by JCSS, establish probability analysis for stability of slope model.
以国内广泛使用的传递系数法的平衡方程为基础，运用“国际结构安全度联合委员会（JCSS）”推荐的验算点法建立土坡稳定性概率分析模型。