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某高台阶排土边坡不同失稳模式下稳定性分析
引用本文:吴丹,叶尔江.多力达西,郄永波,张宇.某高台阶排土边坡不同失稳模式下稳定性分析[J].矿冶,2020,29(4):29-32.
作者姓名:吴丹  叶尔江.多力达西  郄永波  张宇
作者单位:矿冶科技集团有限公司,北京 100160;新疆维吾尔自治区阿勒泰地区应急管理局,新疆 阿勒泰 836300
基金项目:国家重点研发计划项目(No. 2018YFC1801703).第一
摘    要:以国内某高台阶排土边坡为例,分别采用Bishop法、Morgenstern-Price法、Spencer法及余推力法,针对排土场不同失稳模式下边坡稳定性进行了研究。结果表明,对于高台阶排土场边坡,当基础存在薄弱覆盖层、自然地形较陡时,沿排土体内部近程滑动和沿排土体-地基界面滑动均为潜在可能失稳模式,相应边坡稳定性通过不同计算方法综合判定。

关 键 词:排土场  失稳模式  边坡稳定性  余推力法  高台阶
收稿时间:2020/6/29 0:00:00
修稿时间:2020/7/9 0:00:00

Analysis of slope stability of a waste dump with high terrace under different failure modes
Wu Dan,YE Erjiang.DUO Lidaxi,QIE Yongbo and Zhang Yu.Analysis of slope stability of a waste dump with high terrace under different failure modes[J].Mining & Metallurgy,2020,29(4):29-32.
Authors:Wu Dan  YE ErjiangDUO Lidaxi  QIE Yongbo and Zhang Yu
Affiliation:BGRIMM Technology Group,Altay Regional Emergency Management Agency Enforcement Division,BGRIMM Technology Group,BGRIMM Technology Group
Abstract:In this paper, based on a slope of waste dump with high terrace in China,Bishop method, Morgenstern price method, Spencer method and residual thrust method were used respectively, The slope stability under different instability modes of waste dump is studied. The results show that, for high terrace waste dump slope, when the foundation has weak overburden and the natural terrain is steep, both the short-range sliding and the sliding along the soil foundation interface are potential instability modes, the corresponding slope stability is comprehensively determined by different calculation methods.
Keywords:waste dump  unstable modes  slope stability  remaining thrust method  high terrace  
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