张常光, 祁航, 蔡明明, 高本贤. 基于统一强度理论的煤层平动冲击失稳解答[J]. 煤炭学报, 2019, (8): 2589-2595. DOI: 10.13225/j.cnki.jccs.2018.0970
引用本文: 张常光, 祁航, 蔡明明, 高本贤. 基于统一强度理论的煤层平动冲击失稳解答[J]. 煤炭学报, 2019, (8): 2589-2595. DOI: 10.13225/j.cnki.jccs.2018.0970
ZHANG Changguang, QI Hang, CAI Mingming, GAO Benxian. Instability solution of translatory coal seam bumps based on the unified strength theory[J]. Journal of China Coal Society, 2019, (8): 2589-2595. DOI: 10.13225/j.cnki.jccs.2018.0970
Citation: ZHANG Changguang, QI Hang, CAI Mingming, GAO Benxian. Instability solution of translatory coal seam bumps based on the unified strength theory[J]. Journal of China Coal Society, 2019, (8): 2589-2595. DOI: 10.13225/j.cnki.jccs.2018.0970

基于统一强度理论的煤层平动冲击失稳解答

Instability solution of translatory coal seam bumps based on the unified strength theory

  • 摘要: 以统一强度理论作为煤层塑性区的屈服判据,考虑中间主应力对煤层强度的提高作用,建立了平动冲击失稳之前煤层的应力统一解、扰动深度解析式以及塑性区宽度统一解,对其进行可比性分析、文献已有解答的对比验证,探讨了中间主应力效应、煤层埋深与厚度、煤层强度参数对平动冲击失稳的影响特性。研究结果表明:本文所得应力统一解和塑性区宽度统一解均是一系列有序解答的集合,并得到文献Mohr-Coulomb准则解答、Hoek-Brown准则解答以及Lippmann理论的验证,具有广泛的理论意义和良好的工程应用前景;当统一强度理论参数b从0增加到1时,煤层发生冲击失稳的破坏范围减小了25.3%,冲击倾向性即塑性区扩展率由0.63减小到0.47,这表明中间主应力对煤层平动冲击失稳的影响显著,应合理考虑中间主应力效应,以充分发挥煤层的承载潜力;支护力对煤层的塑性区宽度影响较大,当支护力从0增加到1 MPa时,塑性区宽度平均减小了21.3%,需切实构筑有效支护以减小煤层平动冲击失稳的破坏范围;深埋煤层的稳定性较差、冲击失稳时破坏范围较大,另外厚煤层相比于薄煤层的稳定性较高,但发生冲击失稳的破坏范围更大;黏聚力和内摩擦角作为煤层的重要强度参数,对煤层平动冲击失稳的影响十分显著,开挖设计时应充分考虑煤层强度参数的变化,特别是内摩擦角。

     

    Abstract: The unified strength theory was adopted as a yield criterion to describe an improving effect of intermediate principal stress on the coal seam strength for the determination of plastic zone in coal seam. Then,instability solutions such as the coal seam stress,the disturbance depth and the width of plastic zone were derived for preceding translatory coal seam bumps. Furthermore,the comparability analysis and verification of the proposed solution were compared with existing results available in the literature. Finally,parametric studies were carried out to investigate the intermediate principal stress effect,the depth and thickness of coal seam,and the strength parameters of coal seam. It is found here-in that the solutions proposed for the coal seam stress and the width of plastic zone are a set of orderly serialized re-sults,so they have wide theoretical value and good engineering applications. Meanwhile,the validity of the proposed solution is demonstrated by comparing it with the results from Mohr-Coulomb criterion,Hoek-Brown criterion and Lipp-mann’s theory. In addition,when the unified strength theory parameter b increases from 0 to 1,the damage range is decreased by 25. 3% ,and the expansion rate of plastic zone is decreased from 0. 63 to 0. 47. It means that the interme-diate principal stress has a significant impact on the translatory coal seam bump. Therefore,the intermediate principal stress effect should be reasonably considered to achieve more potentials of coal seam. Moreover,when the support force increases from 0 to 1 MPa,the width of plastic zone is averagely decreased by 21. 3% ,which indicates that the support needs to firmly and effectively be constructed to reduce damage ranges. Besides,a deep coal seam has poor stability and its damage range is large,while a thin coal seam is more prone to display small-scale bumps and instability. It is profound to account for the changes of coal seam strength parameters including cohesion and internal friction angle as important strength indexes,due to that their influences are very significant in excavation designs,especially for the in-ternal friction angle of coal seam.

     

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