摘要
为了对宝日希勒露天矿边坡稳定性进行分析,结合宝日希勒露天矿边坡的实际问题,利用ANSYS提供的非线性弹塑性模型,对边坡稳定性进行分析计算,得出了边坡内岩体应力变化规律,揭示宝日希勒露天矿采场、排土场滑坡机理,确定边坡变形破坏形式,从而为正确的和科学的评价边坡稳定性、优化确定边坡参数以及制定综合治理与控制方案等提供依据.
In order to analyse the slope stability of Boarixile Open-pit Mine, combining with the actual problem of Boarixile Opeb-pit Mine, using the nonlinear plasticity model offered by ANSYS, slope stability is analyzed, obtaining the change law of the slip rock, revealing the slope failure mechanism and determine the destruction, form of the slope. It offers the basis for evaluating correctly slope stability, optimizing slope parameters and controlling methods.
出处
《辽宁工程技术大学学报（自然科学版）》
CAS
北大核心
2008年第3期342-345,共4页
Journal of Liaoning Technical University (Natural Science)
基金
国家自然科学基金重点资助项目(504334020)
