金堆城排废场人工填土高边坡稳定性数值分析

Numerical analysis for stability of manual-filling high slope in Jinduicheng

采用有限元数值法,通过对研究边坡的模拟计算,分析了关键部位应力、应变大小及分布规律,得到了金堆城北沟排土场人工填土高边坡的变形、破坏方式、破坏部位及破坏规模.

The amount and distribution regularity of stress and strain of the key position of the manual-filling high slope in Jinduicheng are analyzed by analogue calculation on side slope with Finite Element Method. The method,position and scale of distortion and destruction of the slope are obtained.