本文根据水平凸型边坡的破坏机理，建立了一套适用于计算水平凸型边坡稳定性的三维极限平衡方法，并用这一方法对水平凸型边坡的稳定性进行了研究。
According to the failure mechanism of horizontal convex slopes, this paper proposed a three-dimensional limit equilibrium method which is adapted for calculating the stability of the slopes.
本文根据水平凸型边坡的破坏机理，建立了一套适用于计算水平凸型边坡稳定性的三维极限平衡方法，并用这一方法对水平凸型边坡的稳定性进行了研究。
According to the failure mechanism of horizontal convex slopes, this paper proposed a three-dimensional limit equilibrium method which is adapted for calculating the stability of the slopes.
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