摘要
本文以铜陵市铜官山老矿区东北缘不稳定边坡治理为研究案例,分析岩土地层情况,结合极限平衡法对边坡进行设计,并对相关治理施工背景进行介绍并探讨处理方法,以供有相似矿区历史背景情况的地区借鉴。
In this paper,the unstable slope treatment at the northeast edge of Tongguanshan District old mining area in Tongling is taken as a case study,the Rock and soil conditions are analyzed,the slope design is carried out by combining the limit equilibrium method,and the related construction background is introduced and the treatment methods are discussed,it can be used for reference in areas with similar historical background of mining area.
作者
李竞男
LI Jing-nan(School of resources and environmental engineering,HFUT,Hefei 230009,China;No.327 geological team,Bureau of Geological and Mineral Exploration of Anhui Province,Hefei 230011,China;Anhui Geology and Mineral Resources Investment Group Co.,Ltd.,Hefei 230001,China)
出处
《世界有色金属》
2022年第13期58-60,共3页
World Nonferrous Metals
关键词
不稳定边坡
边坡设计
施工治理
Unstable Slope
Slope Design
construction treatment