Analysis on Slip Law of Slope Rock Mass in Loess Basement Open-pit Dumping Site

摘要：

To explore the characteristics of loess substrate dump massive landslide failure mechanism, analysis substrate surface mining dump Loess slope stability. Carried out in-depth study on the loess based load nature and evolution of the project using theoretical analysis and numerical simulation. Which discusses the formation physical laws that the loess is evoluted to the weak layer and proves that loess basement is the controlling factors of that affecting the dump slope stability. Also proposed the concrete ways and means of controling dump stability.

关键词： loess basement dump weak basal layer of the evolution Control technique

作者: JIA Lan CAO Lanzhu SONG Ziling

作者单位: Liaoning Technical University College of Resource and Environment Engineering, Fuxin 12300, Liaoning, China

会议类型: 国际会议

会议名称: The 2010 International Symposium on Safety Science and Technology(2010 安全科学与技术国际会议)

会议地点: 杭州

会议语种:英文

页码: 1613-1617

在线出版日期: 2010-10-26（万方平台首次上网日期，不代表论文的发表时间）