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降雨条件下尾矿库稳定性计算分析
引用本文:艾敏,王光进,杨玉婷,许志发,赵怀刚.降雨条件下尾矿库稳定性计算分析[J].矿冶,2019,28(5).
作者姓名:艾敏  王光进  杨玉婷  许志发  赵怀刚
作者单位:昆明理工大学国土资源工程学院,昆明,650093;昆明理工大学国土资源工程学院,昆明,650093;昆明理工大学国土资源工程学院,昆明,650093;昆明理工大学国土资源工程学院,昆明,650093;昆明理工大学国土资源工程学院,昆明,650093
基金项目:国家重点研发计划;国家自然科学基金;国家自然科学基金;中国博士后科学基金;国家安全监督管理总局重点项目;昆明理工大学实验室建设与管理研究项目
摘    要:通过相关物理力学试验,分析了尾砂的物理力学性质,用Geo-Studio有限元软件计算和分析降雨条件下尾矿坝的浸润线。通过Slide软件,用极限平衡法中的简化Bishop法和瑞典法对降雨条件下尾矿坝的稳定性进行分析。结果表明,尾矿坝在现状高程下,其坝体在正常运行、洪水运行和饱和运行工况时计算的安全系数均能满足规范要求,计算得到的稳定性滑面大多是经过坝体最底部的深度滑弧面,且滑弧面范围较大。

关 键 词:尾矿库  降雨条件  稳定性分析
收稿时间:2018/9/16 0:00:00
修稿时间:2018/10/23 0:00:00

Analysis of Stability of Tailings Reservoir under Rainfall Condition
AIMin and Wang Guangjin.Analysis of Stability of Tailings Reservoir under Rainfall Condition[J].Mining & Metallurgy,2019,28(5).
Authors:AIMin and Wang Guangjin
Affiliation:Kunming University of Science and Technology,Kunming University of Science and Technology
Abstract:In this paper, the physical and mechanical properties of tailings are analyzed by related physical and mechanical experiments, and the saturation line of tailings dam under rainfall is calculated and analyzed by Geo-studio finite element software; the stability of tailings dam under rainfall is analyzed by Slide software, simplified Bishop method and Swedish method in limit equilibrium method. The results show that the safety factor of tailings dam can meet the requirements of the code under normal operation, flood operation and saturated operation. The calculated stability sliding surfaces are mostly deep sliding surfaces passing through the bottom of the dam, and the scope of the sliding surface is large.
Keywords:tailings dam  rainfall conditions  stability analysis
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