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SYSTEM FOR INFINITE SLOPE STABILITY ANALYSIS CONSIDERING SATURATION DEPTH RATIO OF RAINFALL

机译:考虑降雨饱和度比的无限边坡稳定性分析系统

摘要

The present invention relates to an infinite slope stable analysis system. Infinite slope stability analysis system according to the present invention is the basic information of the slope including the adhesion of the soil layer of the infinite slope which is the stability analysis object, the inclination angle of the infinite slope, the internal friction angle of the soil forming the soil layer and the depth of the soil layer To collect, , (Where C is the adhesion of the soil layer, θ is the inclination angle of the slope, φ is the internal friction angle of the soil, r is the density of water to the total soil layer density, H is the ratio of the saturation depth) Determination of the stability of the infinite slope through the infinite slope stability equation (FS) using the saturation depth ratio (H) that is the depth that the soil layer is saturated with water from the surface of the inclined slope according to the rainfall versus the depth of the soil layer It is characterized by
机译:本发明涉及无限斜率稳定分析系统。根据本发明的无限边坡稳定性分析系统是包括作为稳定性分析对象的无限边坡的土层的粘附力,无限边坡的倾斜角,土壤的内摩擦角的边坡的基本信息。形成土壤层和土壤层的深度要收集,(其中C是土壤层的粘附力,θ是斜坡的倾斜角,φ是土壤的内摩擦角,r是密度水与总土壤层密度之比,H为饱和深度之比)使用饱和深度比(H)(即土壤层的深度),通过无限边坡稳定性方程(FS)确定无限边坡的稳定性根据降雨量与土壤层深度的关系,从倾斜斜坡的表面浸透了水。

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