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Analysis on slope stability based on factor sensitivity

机译：基于因子敏感性的边坡稳定性分析

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摘要

A slope model was established in this paper, the accuracy of simplified Bishop Method based on rigid body limit equilibrium method was verified. The orthogonal experiment for structure was made aimed at the main mechanical parameters of rock material, and then simplified Bishop Method was used to analyze the slope stability. Using range analysis method and variance analysis method to analyze various factors affecting slope stability, then the key factors for slope stability were obtained. The focus of geotechnical engineering considerations was pointed out, and provided reference for more accurate slope stability analysis.
机译：本文建立了斜坡模型，验证了基于刚体极限平衡法的简化主教方法的准确性。结构的正交实验是针对岩石材料的主要机械参数，然后使用简化的主题方法来分析边坡稳定性。利用范围分析方法和方差分析方法分析影响斜坡稳定性的各种因素，然后获得了边坡稳定性的关键因素。指出了岩土工程考虑因素的重点，并为更准确的斜率稳定性分析提供了参考。

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