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Influence of Rock Burst and Other Disasters on Stability of Surrounding Rock of Roadway

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Abstract

In this paper, selecting 3 levels and 6 factors with an orthogonal test approach to investigate the stability of roadway surrounding rock under dynamic disturbance. The intuitive analysis results show that the main factors that affect the roadway deformation is period, followed by the location, lateral pressure coefficient, amplitude and buried depth,while the elastic modulus has a relatively small effect on it. With the increase of amplitude, period, depth and lateral pressure coefficient, the deformation of the roadway intensifies. With the increase of elastic modulus, the roadway deformation is first increases and then decreases. The farther the focal position, the smaller the roadway deformation. Combined with the engineering geological conditions of No. 11 Mine, using the micro-seismic monitoring curve to simulate the surrounding rock stability of No. 21222 interconnection, results show that the amplitude gradually decreases with the increase of the distance from the source.

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Acknowledgements

This research was funded by the National Natural Science Foundation of China (No. U1304517).

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Authors and Affiliations

  1. State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing, 400044, China

    Yushun Yang & Dongming Zhang

  2. College of Resources and Environmental Sciences, Chongqing University, Chongqing, 400044, China

    Yushun Yang & Dongming Zhang

  3. School of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo, 454003, China

    Sijiang Wei

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  1. Yushun Yang
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  2. Sijiang Wei
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  3. Dongming Zhang
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Yushun Yang had the original idea for this study, all co-authors were involved in data analytics work, as well as writing and revising all parts of this manuscript.

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Correspondence to Yushun Yang.

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Yang, Y., Wei, S. & Zhang, D. Influence of Rock Burst and Other Disasters on Stability of Surrounding Rock of Roadway. Geotech Geol Eng 36, 1767–1777 (2018). https://doi.org/10.1007/s10706-017-0431-5

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  • DOI: https://doi.org/10.1007/s10706-017-0431-5

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