摘要
根据数值模拟分析,判断现阶段边坡潜在破坏区域及破坏模式,结合后续开挖过程中稳定性变形发展趋势,确定现阶段边坡需要治理区域和治理方案,然后通过数值模拟方法对治理方案进行设计及效果验证。
According to the numerical simulation analysis, the potential failure area and failure mode of slope at the present stage are judged. Combined with the development trend of stability deformation in the subsequent excavation, the governance area and governance scheme for the slope at the present stage are determined, and through the numerical simu- lation method, the governance scheme is designed and verified.
出处
《包钢科技》
2018年第1期11-15,共5页
Science & Technology of Baotou Steel
关键词
露天矿高边坡
稳定性
数值分析
治理
high slope of open pit mine
stability
numerical analysis
governance
