The influence of wave induced excess stresses on the slip surface is considered in the stability analysis.
利用简单条分法对海床和建筑物进行稳定性分析,在滑动面上考虑波浪附加应力的影响。
As a result, the reliability theory is more practical in the stability analysis and assessment of landslides.
因此,可靠性理论对滑坡体稳定的分析和评价就更加符合实际。
This paper set up limit equation of reliability analysis for factor of safety method in the stability analysis method of slope.
本文针对土坡稳定分析方法中的安全系数法建立了可靠度分析的极限方程。
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