首页|基于赤平投影分析的露天矿高边坡台阶坡面角优化研究

基于赤平投影分析的露天矿高边坡台阶坡面角优化研究

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针对露天矿山面临的边坡安全与经济效益平衡问题,提出了一种以赤平投影分析为基础的台阶坡面角优化方法.以某露天矿高边坡为研究对象,基于赤平投影分析研究了不同台阶坡面角与优势节理裂隙面组合下的边坡破坏模式,采用极限平衡法计算了不同破坏模式下的边坡稳定性,从而获得了台阶坡面角的最优值,并运用有限元强度折减法分析了最优台阶坡面角下边坡的整体稳定性.结果表明:边坡在不同台阶坡面角下有不同的破坏模式;台阶坡面角的最优角度为65°,在3种荷载组合下均满足安全标准的要求;通过台阶坡面角优化方法获得的采场最终帮坡角为49°,相较于现状采场的最终帮坡角提升了 6°,新增矿石回采量约为28.2万m3,根据有限元强度折减法计算的边坡的整体稳定性系数为1.783,边坡处于稳定状态,验证了该优化方法的可靠性.
Study on Optimization of Bench Slope Angle of High Slope in Open-Pit Mine Based on Stereographic Projection Analysis
Aiming at the problem of slope safety and economic benefit balance in open-pit mines,an optimization method of bench slope angle based on stereographic projection analysis was proposed.Taking the high slope of an open-pit mine as the research object,based on the stereographic projection analysis,the slope failure modes under the combination of different bench slope angles and dominant joint fissure surfaces were studied.The slope stability under different failure modes was calculated by the limit equilibrium method,and the optimal value of the bench slope angle was obtained.The finite element strength reduction method was used to analyze the overall stability of the slope under the optimal bench slope angle.The results show that the slope has different failure modes under different bench slope angles.The optimal angle of the bench slope angle is 65°,which meets the requirements of safety standards under the three load combinations.The final slope angle of the stope obtained by the bench slope angle optimization method is 49°,which is 6° higher than the final slope angle of the current stope,and the new ore recovery is about 282 000 m3.The overall stability coefficient of the slope calculated by the finite element strength reduction method is 1.783,and the slope is in a stable state,which verifies the reliability of the optimization method.

Open-pit mineStereographic projection analysisBench slope angleSlope stability

刘杨、王海军、张长锁、李京、祝鑫、刘建博

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矿冶科技集团有限公司,北京 100160

武汉科技大学资源与环境工程学院,湖北武汉 430081

长沙矿山研究院有限责任公司,湖南长沙 410012

露天矿 赤平投影分析 台阶坡面角 边坡稳定性

国家自然科学基金资助项目矿冶科技集团工程公司技术提升项目

423072520101-45-00058

2024

矿业研究与开发
长沙矿山研究院有限责任公司 中国有色金属学会

矿业研究与开发

CSTPCD北大核心
影响因子:0.763
ISSN:1005-2763
年,卷(期):2024.44(8)