Site Stability Evaluation and Environmental Impact Analysis on the Working Face of Old Coal Mine in Pangzhuang
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摘要: 基于构造地质、地层岩性、地震、水文地质、岩土工程地质条件分析,以及庞庄煤矿老采区煤层开采资料分析,应用残余变形概率积分法,预测计算了庞庄煤矿工业广场的地表残余变形,评价了其场地稳定性,并分析了庞庄煤矿开采对环境地质的影响。庞庄煤矿开采对地质环境的影响特别重大,其影响主要表现为包括原始地形地貌、地表水、工程地质和水文地质条件的破坏。庞庄煤矿工业广场的最大残余变形量拐点连线(计算边界)处最大残余倾斜值im=3.02~3.28 mm/m > 3.0mm/m,残余倾斜(im)可能对拟建工程局部构成危害。笔者将拟建工程区的地质灾害危险性划分为3 个区。Ⅰ区和Ⅱ区分别为危险性小区和危险性中等区,为适宜和基本适宜场地;Ⅲ区危险性大,场地适宜性差,需地基工程治理。评价工作为徐矿集团华美2×300MW(CFB)机组工程机组建设工程提供了场地安全保证,同时,为合理利用宝贵的庞庄煤矿工业广场土地资源,提高土地综合利用率,提供了坚实依据。Abstract: Based on structural geology, stratum and lithology, seismic, hydrogeology andgeotechnical engineering geology, the coal seammining data about the working face of old coal mine in Pangzhuang has been analyzed in this paper. The residual deformation of ground surface about the industry square in this coal mine has been predicted and calculated through using the probability integral method of residual deformation, its site stability has been evaluated. And then, the environment impacts from the coal miningin Pangzhuang have been analyzed. The coal mining in Pangzhuang has greatly impacted the local geological environment, including the destructionson original topography, surface water, engineering geological and hydrogeological conditions. In Pangzhuang coal industry square, the maximum residual incline value (im) about the inflection points (that are used for calculating the deformation boundary) of maximumresidual deformation is 3.02~3.28 mm/m, which is larger than 3.0 mm/m, suggesting that the residual incline(im) may pose a hazard locally to the proposed construction project.In this paper, the risks of geological hazard in the proposed project area can be divided into three zones. The No.Ⅰand No.Ⅱ zones have low and medium dangerous respectively, which are appropriate and basic suitable sites. But, the No.Ⅲ zone has big risk, which has bad site suitability and needs to treat its foundation through engineering methods. This evaluation work provides the site safety assurance to the construction projects of Huamei 2×300MW(CFB) unit for Xuzhou mining group, meanwhile, it improves the land comprehensive utilization in Pangzhuang coal mine, providing a solid support for the rational utilization of precious land resources.
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曾庆铭,薛强, 徐继伟. 都江堰市龙池镇黄央沟泥石流特征与防治工程效果分析[J].西北地质,2014,47(3):192-199. ZENG Qingming,XUE Qiang,XU Jiwei.Analysis on the Debris Flow Characteristics and Effectiveness of Prevention Projects in Huangyang Gully in Longchi Town of Dujiangyan City[J].Northwestern Geology, 2014,47(3):192-199.
孙萍萍,张茂省,朱立峰.东南亚重大地质灾害管理国际会议综述与启示[J].西北地质,2013,46(1):178-182. SUN Pingping,ZHANG Maosheng,ZHU Lifeng.Review of "Workshop on Landslide in Southeast Asia: Management of a Prominent Geohazard" and Its Enlightenment[J].Northwestern Geology, 2013,46(1):178-182.
王衍汇,倪万魁,李征征,等.工程开挖引起的黄土边坡变形破坏机理分析[J].西北地质,2015,48(4):210-217. WANG Yanhui,NI Wankui,LI Zhengzheng,et al.Study on the Deformation and Failure Mechanism of Loess Slope Caused by Engineering Excavation[J].Northwestern Geology, 2015,48(4):210-217.
唐亚明,张茂省,李政国,等.国内外地质灾害风险管理对比及评述[J].西北地质,2015,48(2):238-246. TANG Yaming,ZHANG Maosheng,LI Zhengguo,et al.Review and Comparison onInland and OverseasGeo-hazards Risk Management[J].Northwestern Geology, 2015,48(2):238-246.
国家煤炭工业局制定. 建筑物、水体、铁路及主要井巷煤柱留设与压煤开采规程[S]. 北京: 煤炭工业出版社, 2000. The state coal industry bureau. Buildings, water bodies and railways and main shaft and this coal pillar and press coal mining regulations[S]. Beijing: Coal Industry Publishing House, 2000.
邹友峰, 邓喀中, 马伟民. 矿山开采沉陷工程[M]. 徐州: 中国矿业大学出版社, 2003. ZOU Youfeng,DENG Kazhong,MA Weimin.Mining subsidence engineering[M]. Xuzhou: China University of Mining Press, 2003.
郭广礼, 邓喀中. 深部老采空区残余沉降预计方法及其应[J]. 辽宁工程技术大学学报(自然科学版), 2002, 21(5):25-29. GUO Guangli,DENG Kazhong.Deep residual subsidence is expected to methods and old goaf should[J]. Journal of Liaoning Engineering Technology University (Natural Science Edition), 2002, 21 (5):25-29.
张鸿贞, 邓喀中. 老采空区残余移动变形分区研究[J]. 矿山压力与顶板管理, 2005, (2):37-46. ZHANG Hongzhen,DENG Kazhong.Residual deformation of old goaf partition study[J]. Journal of Mine Pressure and Roof Anagement, 2005, (2): 37-46.
马金荣, 刘辉. 煤矿废弃采空区建筑场地稳定性研究[J]. 建筑科学, 2006, 22(4):55-61. MA Jinrong,LIU Hui.Stability of abandoned goaf of coal mine construction site study[J]. Building Science, 2006, 22(4):55-61.
KARMIS M, GOODMAN G,HASENFUS G.. Subsidence Prediction Techniques for Longwall and Room and Pillar Panels in Appalachia, the Society of Minning Engineers of the American Institute of Mining, Metallurgical and Petroleum Engineers, Inc. 1984:541-553.
AVASTHI J M, HARLOFF G J. Subsidence Associated with Single and Multi-cavities for Underground Coal Casification, J. Energy Resoures Technol., Trans. Am. Soc. Mech. Engrs 104, 1982:99-104.
CHOI D S, DAHI H D. Measurment and Prediction of Mine Subsidence over Room and Pillar in Three-Dimension, Proceedings Workshop on Subsidence due to Underground Mining, S. S. Peng, ed.,West Viginia University, Morgantown, WV, 1981:34-47.
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