Research on J 2 Evolution Law and Control under the Condition of Internal Pressure Relief in Surrounding Rock of Deep Roadway

Dongdong Chen, Zhiqiang Wang, Zaisheng Jiang, Shengrong Xie (), Zijian Li, Qiucheng Ye and Jingkun Zhu
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Dongdong Chen: School of Energy and Mining Engineering, China University of Mining & Technology-Beijing, Beijing 100083, China
Zhiqiang Wang: School of Energy and Mining Engineering, China University of Mining & Technology-Beijing, Beijing 100083, China
Zaisheng Jiang: School of Energy and Mining Engineering, China University of Mining & Technology-Beijing, Beijing 100083, China
Shengrong Xie: School of Energy and Mining Engineering, China University of Mining & Technology-Beijing, Beijing 100083, China
Zijian Li: School of Energy and Mining Engineering, China University of Mining & Technology-Beijing, Beijing 100083, China
Qiucheng Ye: School of Energy and Mining Engineering, China University of Mining & Technology-Beijing, Beijing 100083, China
Jingkun Zhu: School of Energy and Mining Engineering, China University of Mining & Technology-Beijing, Beijing 100083, China

Sustainability, 2023, vol. 15, issue 13, 1-22

Abstract: In order to solve the support problem of deep soft crushed coal roadway, a concentrated cavern in a mining station of a mine is taken as the test object. Based on the analysis and summary of the field observation data and the law of rock pressure appearance, a new technology of pressure relief anchoring with the main body of “initiative support + borehole pressure relief” is proposed. This new technology will carry out strong active support in the shallow part of the surrounding rock and excavate a row of low-density large-diameter pressure relief boreholes in the deep coal body of the roadway ribs. The numerical analysis model is established by FLAC 3D , and the second invariant of deviatoric stress ( J 2 ) is used as the analysis index to elaborate the influence of different borehole parameters on the pressure relief effect of roadway surrounding rock. The results show that different borehole parameters have different effects on roadway pressure relief, that is, borehole depth > borehole length > borehole spacing. After the borehole process is used to relieve the pressure of the surrounding rock, the deformation of the mining roadway side in the subsequent observation process is always controlled within the range of 100 mm, and the shallow surrounding rock support system is effectively protected. The comprehensive control effect is very obvious. Therefore, the field practice proves that the supporting technology can effectively solve the problem of large deformation support of similar roadway surrounding rock.

Keywords: deep soft crushed coal roadway; initiative support + borehole pressure relief; the second invariant of the deviatoric stress ( J 2 ); borehole parameter; large deformation (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2023
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