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现代矿业 ›› 2025, Vol. 41 ›› Issue (12): 132-136.

• 岩土工程 • 上一篇    下一篇

某排土场稳定性分析及堆置参数优化

袁强勇1 张亚坤2 唐 恺3,4,5   

  1. 1. 广东广业云硫矿业有限公司;2.安徽马钢矿业资源集团南山矿业有限公司;3.中钢集团马鞍山矿 山研究总院股份有限公司;4.非煤露天矿山灾害防控国家矿山安全监察局重点实验室; 5. 金属矿山开采安全与灾害防治全国重点实验室
  • 出版日期:2025-12-25 发布日期:2026-01-23

Stability Analysis and Stacking Parameters Optimization of a Certain Waste Dump Based

  1. 1. Guangdong GuangyeYunliu Mining Co.,Ltd.;2.Nanshan Mining Co.,Ltd.,Anhui Masteel Mining Re‐ sources Group;3. Sinosteel Maanshan General Institute of Mining Research Co.,Ltd.;4. Key Laboratory of Disaster prevention and control in Non-coal Open-pit Mines,National Mine safety Administration;5. State key Laboratory of Metal Mining Safety and Disaster Prevention and Control
  • Online:2025-12-25 Published:2026-01-23

摘要: 在影响排土场稳定性的众多因素中,堆置参数是十分重要的因素。以某新建排土场为 例,对拟建排土场进行稳定性计算,并对不满足稳定性要求的局部堆置参数进行优化调整。通过对 计算结果分析可知,最危险滑弧是从排土场底部拦挡坝的坡脚处剪出,说明设计的拦挡坝参数对排 土场稳定性有较大影响,应首先有针对性地调整排土场底部拦挡坝体的相关参数。分别按照拦挡坝 体增加5,10 m高度的方案,对拦挡坝进行优化调整,采用余推力法对优化调整后的排土场稳定性进 行复核计算。经计算,拦挡坝高度增加10 m后的排土场在自然、降雨及地震工况下的安全稳定性标 准均满足规范要求,并有一定的安全储备,表明优化调整方案合理可行,避免了对排土场设计参数进 行大范围的调整,提高了工作效率。

关键词: 堆置参数, 稳定性, 优化调整, 拦挡坝

Abstract: Among the numerous factors affecting the stability of a waste dump,the stacking parame‐ ters are of great significance. Taking a newly-built waste dump as an example,this study conducts stability calculations on the proposed waste dump and optimizes and adjusts the local stacking parameters that do not meet the stability requirements. Through analysis of the calculation results shows that the most danger‐ ous sliding arc is cut out from the foot of the slope of the retaining dam at the bottom of the waste dump,in‐ dicating that the designed parameters of the retaining dam have a significant impact on the stability of the waste dump. Parameter adjustment should first target the relevant parameters of the retaining dam body at the bottom of the waste dump. The research respectively optimized and adjusted the retaining dam accord‐ ing to the scheme of increasing the height of the retaining dam body by 5 and 10 m,and used the residual thrust method to recheck and calculate the stability of the optimized and adjusted waste dump. After calcu‐ lation,the safety and stability standards of the waste dump under natural,rainy and seismic conditions af‐ ter increasing the height of the retaining dam by 10 m all meet the requirements of the specifications,and there is a certain safety reserve. This indicates that the optimization and adjustment plan is reasonable and feasible,avoiding large-scale adjustments to the design parameters of the waste dump and improving work efficiency.

Key words: stacking parameters, stability and adjustment, retaining optimization, dam body