The shear strength reduction finite element method as a recent development has been widely adopted for geotechnical stability analysis such as the slope analysis.
有限元强度折减法作为一种较新的方法已经被广泛用于岩土工程问题的稳定性分析，如边坡分析。
A cusp catastrophe model of key points horizontal displacement and reduction coefficient is built by using the strength reduction finite element method to evaluate the slope stability.
采用有限元强度折减法进行边坡稳定分析，建立边坡内最大水平方向位移与折减系数尖点突变模型，并以此作为边坡是否失稳的判断标准。
The Strength Reduction Finite Element Method is applied to test whether the sliding face cross over the pile with the short anti-side piles.
运用有限元强度折减法对设置抗滑短桩后，对滑面是否越过桩顶进行了验证。
The Strength Reduction Finite Element Method is applied to test whether the sliding face cross over the pile with the short anti-side piles.
运用有限元强度折减法对设置抗滑短桩后，对滑面是否越过桩顶进行了验证。
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