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GUAN Jinfeng, CUI Hongqing, WANG Yuting. Prediction Method for Principal Stress Direction of In-situ Stress Field Based on Deformation and Failure Characteristics of Surrounding Rock in Coal Mine[J]. Safety in Coal Mines, 2017, 48(5): 202-205.
Citation: GUAN Jinfeng, CUI Hongqing, WANG Yuting. Prediction Method for Principal Stress Direction of In-situ Stress Field Based on Deformation and Failure Characteristics of Surrounding Rock in Coal Mine[J]. Safety in Coal Mines, 2017, 48(5): 202-205.
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Prediction Method for Principal Stress Direction of In-situ Stress Field Based on Deformation and Failure Characteristics of Surrounding Rock in Coal Mine

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  • Published Date: May 19, 2017
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  • The main stress direction of the in-situ stress field is an important influence factor on dominant development orientation of coal seam permeability, and it provides theoretical guidance for the design of the gas drainage engineering and the layout of the coalbed methane (CBM) well. The relationship between the characteristics of roadway failure and the type of in-situ stress field in coal mine, and the relationship between the characteristics of stress trace and the maximum horizontal principal stress direction are revealed, then the prediction method for the principal stress direction of the in-situ stress field based on failure characteristics of surrounding rock in coal mine is given. The prediction method has been applied in Guhanshan Coal Mine: the type of in-situ stress field is σH>σv>σh and the direction of the maximum principal stress of the in-situ stress field is NE. And the effectiveness of prediction method is confirmed by in-situ stress test result.
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    • References (15)
  • [1]
    孟召平,侯泉林.高煤级煤储层渗透性与应力耦合模型及控制机理[J].地球物理学报,2013,56 (2):667.
    [2]
    Paul Suman,Chatterjee Rima. Determination of in-situ stress direction from cleat orientation mapping for coal bed methane exploration in south-eastern part of Jharia coalfield, India[J].International Journal of Coal Geology,2011,87(2): 87-96.
    [3]
    唐书恒,朱宝存,颜志丰.地应力对煤层气井水力压裂裂缝发育的影响[J].煤炭学报,2011(1):65-69.
    [4]
    康红普,颜立新,张剑.汾西矿区地应力测试与分析[J].采矿与安全工程学报,2009(3):263-268.
    [5]
    祁和刚,周钢.空心包体地应力测量技术研究与应用[J].煤矿安全,2016(12):141-144.
    [6]
    蔡美峰,陈长臻,彭华,等.万福煤矿深部水压致裂地应力测量[J].岩石力学与工程学报,2006 (5):1069.
    [7]
    康红普,吴志刚,高富强,等.煤矿井下地质构造对地应力分布的影响[J].岩石力学与工程学报,2012,31 (S1):2674-2680.
    [8]
    Kang H,Zhang X,Si L,et al. In-situ stress measurements and stress distribution characteristics in underground coal mines in China[J].Engineering Geology,2010,116 (3/4):333-345.
    [9]
    秦丽杰.古汉山矿现代构造应力场研究[D].焦作:河南理工大学,2014.
    [10]
    Hudson John A,Harrison John P. Rock stress, rock strengths and spalling prediction[C]//Controlling Seismic Hazard and Sustainable Development of Deep Mines (Volume 1). 2009.
    [11]
    康红普.煤岩体地质力学原位测试及在围岩控制中的应用[M].北京:科学出版社,2013.
    [12]
    彭赐灯.煤矿围岩控制[M].北京:科学出版社, 2014.
    [13]
    Coggan John, Gao Fuqiang,Stead Doug, et al. Numerical modelling of the effects of weak immediate roof lithology on coal mine roadway stability[J].International Journal of Coal Geology,2012, S90/91(1): 100-109.
    [14]
    Esterhuizen G S, Dolinar D R,Iannacchione A T. Field observations and numerical studies of horizontal stress effects on roof stability in US limestone mines[J]. Journal of the Southern African Institute of Mining & Metallurgy, 2008, 108 (6): 345-352.
    [15]
    赵兴东,王述红,贾明魁,等.古汉山矿软岩巷道地质因素分析[J].煤田地质与勘探,2005,33(1):44-45.
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