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尾矿坝渗流对露天采场高陡边坡稳定性影响分析

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为分析尾矿坝渗流作用对露天采场高陡边坡稳定性影响,本文选取西藏某露天矿山为研究对象,通过室内实验分析和数值模拟结合的方式,采用GEO-studio分析软件,对边坡渗流场进行计算,最终得到尾矿坝渗流影响前后典型剖面稳定性变化.研究结果表明:尾矿库坝渗流作用下,采场边坡浸润面发生一定变化,静水压力增长,对边坡稳定性存在负面影响.尾矿库排放至最终位置时,典型剖面潜在滑动面范围出现一定变化,滑动面下端向坡底方向扩展.研究成果可为尾矿库渗流作用影响下的高陡边坡工程提供参考.
Analysis of influence of seepage flow in tailings dam on stability of high and steep slope in open pit
In order to analyze the influence of seepage action of tailings dam on the stability of high and steep slope in open pit,an open pit mine in Xizang Province was selected as the research object.Through the combina-tion of laboratory experiment analysis and numerical simulation,GEO-studio analysis software was used to calculate the seepage field of slope,and finally the typical profile stability changes before and after the seepage effect of tailings dam were obtained.The results show that under the seepage action of tailings dam,the slope wet-ting surface changes and the hydrostatic pressure increases,which has a negative influence on the stability of the slope.When the tailings pond is discharged to the final position,the range of potential sliding surface of the typical section changes to a certain extent,and the lower end of the sliding surface expands to the slope bottom.The research results can provide reference for similar projects.

tailings pondseepagenumerical simulationhigh and steep slopeslope stability

赖渊平、于正兴

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西藏巨龙铜业有限公司,西藏 拉萨 850212

中国安全生产科学研究院,北京 100037

中安国泰(北京)科技发展有限公司,北京 100037

尾矿坝 渗流 数值模拟 高陡边坡 边坡稳定性

中国安全生产科学研究院基本科研业务费专项资金项目国家矿山安全监察局安全生产科研攻关项目(第一批)

2024JBKY20

2024

矿产勘查
有色金属矿产地质调查中心

矿产勘查

CSTPCD
影响因子:0.686
ISSN:1674-7801
年,卷(期):2024.15(z1)
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