China Safety Science Journal ›› 2018, Vol. 28 ›› Issue (5): 147-152.doi: 10.16265/j.cnki.issn1003-3033.2018.05.025

• Safety Science of Engineering and Technology • Previous Articles     Next Articles

Instability factors and control technology for roadway with extra-thick mudstone roof

MA Zhenqian1,2, LIU Yong2, LIU Qinzhi2, HAN Sen2, CHEN Chuan2   

  1. 1 Key Laboratory of Karst Environment and Geohazard,Ministry of Land and Resources,Guizhou University,Guiyang Guizhou 550025,China;
    2 School of Mining,Guizhou University,Guiyang Guizhou 550025,China
  • Received:2018-01-05 Revised:2018-03-10 Online:2018-05-28 Published:2020-11-25

Abstract: In order to study the instability factors and sensitivity of roadways with extra-thick mudstone roof,six instability factors were obtained by carrying out field investigation and theoretical analysis.Panel 15107 in Huangyanhui colliery was taken as engineering background,orthogonal experiments of six factors and three levels were carried out using finite difference software FLAC5.0,and significant instability factors were investigated by using variance analysis.Targeted control measures were put forward and field application was carried out.The results show that the significance sequence of instability factors affecting the deformation of extra-thick mudstone roof is as follows: immediate roof strength,roadway width,roof support strength,immediate roof thickness,rib support strength and coal seam strength,and the immediate roof strength,roof support strength and roadway width have a significant influence on the roof deformation,while the most significant factor affecting the roadway rib stability is coal seam strength and rib support strength.The support principle that intensifies the roof strength,and controls the surroundings rock and the roof together was proposed.The field application effect is good,and there is no supporting structure failure phenomenon.

Key words: extra-thick mudstone roof, orthogonal experiment, sensitivity, numerical simulation, variance analysis

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