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。
As a key of finite element method based on shear strength reduction, the slope failure criterion will affect the accuracy of the calculation.
作为强度折减法的关键技术问题，边坡失稳判据直接影响计算的准确性。
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