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现代矿业 ›› 2026, Vol. 42 ›› Issue (02): 165-169.

• 岩土工程 • 上一篇    下一篇

高台阶排土场薄弱区域识别及滑坡演进模拟研究

卢敬标1,2,3 任新华1,2,3   

  1. 1. 中钢集团马鞍山矿山研究总院股份有限公司;2. 非煤露天矿山灾害防控国家矿山安全监察局 重点实验室;3. 金属矿山开采安全与灾害防控全国重点实验室
  • 出版日期:2026-02-25 发布日期:2026-03-17

Research on Identification of Weak Areas in High-step Dumping Sites and Simulation of Landslide Evolution

  1. 1. Sinosteel Maanshan General Institute of Mining Research Co.,Ltd.;2. Non-coal Open-pit Mine Disaster Prevention and Control State Key Laboratory of Mine Safety Administration; 3. National Key Laboratory of Metal Mining Safety and Disaster Prevention and Control
  • Online:2026-02-25 Published:2026-03-17

摘要: 以唐山市迁安市某矿河西排土场为研究对象,旨在通过综合数值模拟方法,识别其潜 在滑坡风险区域并精确预测滑坡影响范围,为矿山安全管理和灾害应急预案制定提供科学依据。 以有限差分强度折减法与颗粒流模型相结合的方式,圈定排土场预设的薄弱滑坡区域,并进一步基 于颗粒流模型模拟滑坡演进过程。结果表明:排土场西北侧因边坡高度大、形态凸出且无侧向约 束,综合成为最小安全系数和最大剪应变增量分布区域,被圈定为薄弱滑坡风险区;通过颗粒流模 拟显示,15 s时,滑坡体最大速度为 46.9 m/s,20 s内覆盖坡脚村庄南部,50 s后逐渐淤积,70 s后运动 停止,最终影响范围的最大水平距离为 534.93 m,下游影响面积 415 689 m²,村庄区域最大淤积厚 度 37.5 m,对高台子村等人口密集区构成严重威胁,需提前采取应急措施。研究实现了从风险识别 到灾害预测的一体化分析,为滑坡防治提供了重要技术支撑。

关键词: 排土场稳定性, 三维数值模拟, 滑坡范围

Abstract: The research focused on a certain mine′s west dumping area in Qian′an City,Tangshan City. The aim is to identify the potential landslide risk areas through comprehensive numerical simulation methods and accurately predict the landslide impact range,providing a scientific basis for mine safety man⁃ agement and disaster emergency plan formulation. By combining the finite difference intensity reduction method with the particle flow model,the pre-defined weak landslide areas of the dumping area were delin⁃ eated,and further simulation of the landslide evolution process was conducted based on the particle flow model. The results showed that due to the high slope height,protruding shape,and lack of lateral con⁃ straints on the northwest side of the dumping area,it became the area with the minimum safety factor and the maximum shear strain increment distribution,and was thus identified as the weak landslide risk zone. Through particle flow simulation,it was shown that at 15 s,the maximum speed of the landslide body was 46.9 m/s,and within 20 s it covered the southern part of the village at the foot of the slope,after 50 s it gradually accumulated,and after 70 s it stopped moving. The maximum horizontal distance of the final im⁃ pact range was 534.93 m,the downstream affected area was 415 689 m²,the maximum accumulation thickness in the village area was 37.5 m,posing a serious threat to densely populated areas such as Gao⁃ taizi Village,and emergency measures need to be taken in advance. The research achieved integrated anal⁃ ysis from risk identification to disaster prediction,providing important technical support for landslide pre⁃vention and control.

Key words: waste dump stability, 3D numerical simulation, landslide impact area