slope safety factor

基本解釋

The result indicates that the slope safety factor decreases when the seismic influence coefficient;
根據(jù)計算，在地震作用下，隨著地震影響系數(shù)的提高，邊坡安全系數(shù)呈非線性減?。?/li>
Contact element is combined with slope stability problem and a new calculation method of slope safety factor is put forward based on partial failure theory.
在邊坡穩(wěn)定問題的研究中引入了接觸單元的概念，基于局部破壞理論，提出了一種新的邊坡穩(wěn)定系數(shù)的計算方法。
Based on the original definition of slope safety factor, centrifuge loading finite element method(CLFEM) is presented by the "virtual state" of slope for the analysis of slope stability.
從邊坡安全系數(shù)的基本定義出發(fā)，通過邊坡“虛擬工況”概念，提出有限元離心加載分析邊坡穩(wěn)定性的方法。