Strong-soft-strong mechanical model for controlling roadway surrounding rock subjected to rock burst and its application

GAO Ming-shi1; DOU Lin-ming1; ZHANG Nong1; WANG Kai 1; 2; ZHENG Bai-sheng1

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Strong-soft-strong mechanical model for controlling roadway surrounding rock subjected to rock burst and its application

更新时间：2026-06-25

- Strong-soft-strong mechanical model for controlling roadway surrounding rock subjected to rock burst and its application
- Vol. 29, Issue 2, (2008)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU451
- Online First：10 July 2013，
  
  Published：2008
- 稿件说明：
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GAO Ming-shi1, DOU Lin-ming1, ZHANG Nong1, et al. Strong-soft-strong mechanical model for controlling roadway surrounding rock subjected to rock burst and its application[J]. 2008, 29(2).
DOI：

GAO Ming-shi1, DOU Lin-ming1, ZHANG Nong1, et al. Strong-soft-strong mechanical model for controlling roadway surrounding rock subjected to rock burst and its application[J]. 2008, 29(2). DOI：

摘要

根据巷道冲击震动破坏的原因和机理，建立了冲击矿压巷道围岩稳定性控制的强弱强（3S）结构力学模型，分析了该力学模型防冲抗震机理，在结构自身强度、应力转移和吸收、变形及能量耗散等方面分别表现出不同的3S特征，并推导得到了巷道支护体内强小结构发生冲击震动破坏的应力判据和能量准则。最后，对该模型在工程中的应用做了理论分析，提出要通过减小外界震源载荷、合理设置弱结构、提高支护强度等措施来防范巷道冲击矿压动力灾害。

Abstract

Rock burst may result in tremendous hazards in coal mining

such as sudden roof falling or even abrupt closing and jamming of roadway. According to the mechanism of roadway destruction by rock burst

a strong-soft-strong (3S) structural model to prevent rock burst from taking place was established and analyzed. The result shows that the 3S structural model has several characters

such as strength character of the structure itself

stress adjustment

wave absorbing

deformation and anti-deformation

energy consuming

etc.. Stress criterion and energy rule of the small inner support structure destroyed by rock burst were deduced. At last

based on the 3S model

the engineering application was theoretically discussed; several techniques such as decreasing shock energy

setting proper soft structure

and improving support strength were put forward to prevent roadway from being destructed by rock burst.

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Related Author

HUANG Gang-hai

CHENG Guan-wen

CHEN Cong-xin

SHEN Qiang

FU Hua

XIA Kai-zong

CHEN Qing-fa

ZHAO You-ming

Related Institution

Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

Center for Rock Instability and Seismicity Research, Dalian University of Technology

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

Guangxi Bureau of Coal Geology

College of Resources and Metallurgy, Guangxi University

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