slope safety factor

基本解释

The result indicates that the slope safety factor decreases when the seismic influence coefficient;
根據計算，在地震作用下，隨著地震影響系數的提高，邊坡安全系數呈非線性減小；
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.
在邊坡穩定問題的研究中引入了接觸單元的概唸，基於侷部破壞理論，提出了一種新的邊坡穩定系數的計算方法。
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.
從邊坡安全系數的基本定義出發，通過邊坡“虛擬工況”概唸，提出有限元離心加載分析邊坡穩定性的方法。