伊敏露天矿内排土场边坡灾变机理研究
Study on mechanism of slope disaster in inner dump in Yimin Open-pit Mine
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摘要: 伊敏露天矿属于富水软岩边坡露天矿,富水煤岩边坡系统强度低、充水量大、渗透性差、演化弱层赋存复杂,容易存在滑坡隐患。通过分析伊敏露天矿的地质条件,确定了内排土场地下水的渗流方式;基于典型地质剖面建立SEEP/W渗流分析模型对内排土场地下水渗流进行模拟;分别对现状内排和设计内排进行模拟,得到现状内排较为稳定,但雨季仍有滑坡风险的结论。Abstract: Yimin Open-pit Mine belongs to the open pit mine of water-rich soft rock slope. The system of water rich coal rock slope is characterized by low strength, large water filling, poor permeability, complex occurrence of evolution weak layer, and prone to landslide. By analyzing the geological conditions of Yimin Open-pit Mine, the seepage mode of groundwater in inner dump is determined. Based on the typical geological section, SEEP/W seepage analysis model is established to simulate the groundwater seepage in the inner dump. Through the simulation of the current internal drainage and the designed internal drainage, it is concluded that the current internal drainage is relatively stable, but there is still landslide risk in rainy season.
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Keywords:
- open-pit mine slope /
- inner dump /
- water-rich soft rock slope /
- landslide risk /
- seepage mode
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[1] 张艳博,康志强,李毅军.胜利露天煤矿滑坡机理分析及成因探讨[J].工矿自动化,2010(6):11-14. ZHANG Yanbo, KANG Zhiqiang, LI Yijun. Mechanism analysis and causes discussion of landslide in Shengli open-cut[J]. Industry and Mine Automation, 2010(6): 11-14.
[2] 安国平,王振伟,王建国.东明露天煤矿南帮滑坡机理研究[J].露天采矿技术,2010(5):5-6. [3] 张艳博,李占金,何满潮.露天煤矿滑坡灾变机理及控制对策研究[C]//第四届深部岩体力学与工程灾害控制学术研讨会暨中国矿业大学(北京)百年校庆学术会议论文集.北京:中国岩石力学与工程学会,2009:376-380. [4] 张永兴.边坡工程学[M].北京:中国建筑工业出版社,2008:4-8. [5] BISHOP A W. The use of the slip circle in the stability analysis of slopes[J]. Geotechnique, 1955, 5(1): 7-17. [6] JANBU N. Earth pressures and bearing capacity calculations by generalized procedure of slices[C]// Proceedings of the 4th Conference on Soil Mechanics and Foundation Engineering. London, England: [s.n.], 1957: 207-212. [7] SPENCER E. A method of analysis of stability of embankments assuming parallel inter-slice forces[J]. Geotechnique, 1967, 17(l): 11-26. [8] SARMA S K. Stability analysis of embankments and slopes[J]. Journal of the Geotechnical Engineering Division, 1979, 105(12): 1511-1524. [9] 黄润秋,许强.显式拉格朗日差分分析在岩石边坡工程中的应用[J].岩石力学与工程学报,1995,14(4):346-354. [10] 张利洁,黄正加,雷菁.FLAC-3D在边坡岩体稳定性分析中的应用[J].岩土力学,2005,26(增刊):61. ZHANG Lijie, HUANG Zhengjia, LEI Jing. Application of FLAC-3D to stability analysis of slope rock mass[J]. Rock and Soil Mechanics, 2005, 26(Supplements): 61.
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