谢生荣, 潘浩. 深部沿空掘巷围岩偏应力演化与控制[J]. 中国矿业, 2018, 27(8): 98-102. DOI: 10.12075/j.issn.1004-4051.2018.08.026
    引用本文: 谢生荣, 潘浩. 深部沿空掘巷围岩偏应力演化与控制[J]. 中国矿业, 2018, 27(8): 98-102. DOI: 10.12075/j.issn.1004-4051.2018.08.026
    XIE Shengrong, PAN Hao. Surrounding rock deviatoric stress difference evolution and control of gob-side entry driving in deep mining[J]. CHINA MINING MAGAZINE, 2018, 27(8): 98-102. DOI: 10.12075/j.issn.1004-4051.2018.08.026
    Citation: XIE Shengrong, PAN Hao. Surrounding rock deviatoric stress difference evolution and control of gob-side entry driving in deep mining[J]. CHINA MINING MAGAZINE, 2018, 27(8): 98-102. DOI: 10.12075/j.issn.1004-4051.2018.08.026

    深部沿空掘巷围岩偏应力演化与控制

    Surrounding rock deviatoric stress difference evolution and control of gob-side entry driving in deep mining

    • 摘要: 以邢东矿深部高水充填工作面沿空掘巷为工程背景,采用FLAC3D软件模拟采高3.0~5.0 m时沿空掘巷围岩最大主偏应力的演化规律及塑性区响应特征。结果表明:沿空掘巷围岩实体煤帮存在偏应力峰值带,煤柱内的偏应力峰值区位于3.0~4.0 m处,且巷道左下侧和左上侧分别存在偏应力低值区;随着采高的增加,煤柱内偏应力峰值区和峰值都逐渐减小,而实体煤内偏应力峰值带有逐渐向右上侧扩展的趋势;在采高增加过程中,巷道围岩塑性区的范围逐渐增大,且其扩展增大的方向与偏应力峰值带扩展的方向一致。据此,提出高预应力强力锚杆(索)支护系统对深部充填开采工作面沿空掘巷进行控制,并结合偏应力分布特征确定合理支护参数。现场应用证明该技术有效控制了围岩变形,实现了深部充填开采条件下沿空掘巷的稳定性控制。

       

      Abstract: Taking the deep water-high filling face in Xingdong mine as the engineering background, the evolution law of the maximum principal deviatoric stress and the plastic zone in the gob-side entry driving are simulated in the process of exploited height from 3.0 m to 5.0 m with FLAC3Dsoftware.Analysis results show that:there is a peak deviatoric stress band in integrated coal beside the roadway, and the peak deviatoric stress area of the coal pillar is located from 3.0 m to 4.0 m, and the lower left side and the upper left side of the roadway have a low value of deviatoric stress; with the increase of mining height, the peak area and the peak value of the deviatoric stress in the coal pillar gradually decrease, while the peak value of the deviatoric stress in integrated coal beside the roadway tends to expand towards the right side; in the process of increasing mining height, the scope of plastic zone of roadway surrounding rock gradually increases, and the direction of its enlargement is consistent with the direction of peak deviatoric stress band expansion.Accordingly, a high pre-tension and powerful supporting system is proposed to control the gob-side entry driving in the deep filling mining face, and combined with the characteristics of the deviatoric stress distribution to determine the reasonable support parameters.Field application proves that the technology can effectively controls the deformation of surrounding rock and realize the stability of gob-side entry driving under deep filling mining conditions.

       

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