摘要
通过对大冶露天矿高陡边坡的离散元法与非连续变形法的对比分析，探讨了这两种数值分析方法的异同点，研究了边坡失稳的机理．所得结果可为高陡边坡的失稳防治提供科学依据．
This study presents the numerical results of the slope stability of the Daye Open Pit Mine with both the distinct element and discontinuous deformation analysis methods. The destabilization mechanisms of a high and steep rock slope not only has been approached, but also similarities and differences of two numerical methods have been discussed. The numerical results provide the scientific basis for the design of the slope reinforcement in the future.
出处
《烟台大学学报（自然科学与工程版）》
CAS
1999年第1期63-66,共4页
Journal of Yantai University(Natural Science and Engineering Edition)
基金
山东省自然科学基金
国家"八五"攻关项目
关键词
边坡稳定性
离散元法
非连续变形分析
露天矿
stability of a high and steep rock slope
distinct elment method
discontinuous deformation analysis
