岩土力学 ›› 2019, Vol. 40 ›› Issue (8): 3167-3180.doi: 10.16285/j.rsm.2018.1560

• 岩土工程研究 • 上一篇    下一篇

端帮开采下煤柱破坏宽度计算及失稳机制研究

王瑞1, 2,闫帅2,柏建彪1, 3,常治国2, 3,宋远霸1, 2   

  1. 1. 中国矿业大学 煤炭资源与安全开采国家重点实验室,江苏 徐州 221116;2. 中国矿业大学 矿业工程学院,江苏 徐州 221116; 3. 新疆工程学院 矿业工程与地质学院,新疆 乌鲁木齐 830091
  • 收稿日期:2018-08-27 出版日期:2019-08-12 发布日期:2019-08-25
  • 通讯作者: 闫帅,男,1983年生,博士,副教授,主要从事巷道围岩控制理论与支护技术方面的研究和教学工作,开展透明地球、流态化开采的基础研究。E-mail:yanshuai@126.com E-mail:RWang@cumt.edu.cn
  • 作者简介:王瑞,男,1992年生,博士研究生,主要从事巷道支护与围岩控制方面的研究工作。
  • 基金资助:
    国家自然科学基金(No. 51604268,No. 51574227);中国矿业大学煤炭资源与安全开采国家重点实验室自主研究课题(No. SKLCRSM18X08)。

Theoretical analysis of the destabilization mechanism and the damaged width of rib pillar in open-pit highwall mining

WANG Rui1, 2, YAN Shuai2, BAI Jian-biao1, 3, CHANG Zhi-guo2, 3, SONG Yuan-ba1, 2   

  1. 1. State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China; 2. School of Mines, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China; 3. School of Mines and Geology, Xinjiang Institute of Engineering, Urumqi, Xinjiang 830091, China
  • Received:2018-08-27 Online:2019-08-12 Published:2019-08-25
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51604268, 51574227) and the Independent Research Project of State Key Laboratory of Coal Resources and Safe Mining, CUMT (SKLCRSM18X08).

摘要: 针对大型露天矿开采后残存的大量端帮滞留煤进行开采时,确定留设支撑煤柱的合理宽度一直是端帮采煤工艺高效应用推广的突出难题。将端帮开采工作面假定为无限大板上相隔一定间距的共线裂纹,基于断裂力学Ⅰ-Ⅱ复合型裂纹模型,运用Hoek-Brown与Mohr-Coulomb破坏准则,分析了支撑煤柱边缘的应力分布规律,建立了支撑煤柱边缘破坏区的边界方程,进而得到了不同破坏准则下支撑煤柱破坏宽度的表达式。结合不同破坏准则下支撑煤柱破坏宽度的理论表达式与煤体破坏间所确定的表征其不同状态的3组特征参数,进行了曲线规律显现。依据不同破坏准则下所显现的曲线规律,分析了留设煤柱宽度 、采硐宽度 、煤层埋深H及煤层倾角 等独立因素对支撑煤柱破坏宽度 的影响规律,同时将工程实例数据分别代入不同准则下所得的理论表达式。理论结果和实测数据表明,Hoek-Brown破坏准则的运用更为符合现场煤柱破坏演化规律及适合节理岩体破坏的分析。此外,结合煤柱稳定性研究中的极限破坏理论和渐近破坏理论,描述了煤柱失稳破坏机制及过程。为端帮开采中支撑煤柱的合理宽度设计及煤柱破坏的理论分析中的准则运用提供了新思路,为推广端帮开采工艺的应用提供指导意义。

关键词: 端帮开采, 支撑煤柱, 断裂力学, 破坏宽度, 强度准则, 裂纹

Abstract: For the large open-pit mining, there is still a large amount of residual coal in highwall mines. However, the reasonable width of rib pillar is always a difficult problem, which has greatly restricted the high-efficiency application of highwall mining system. The working faces in highwall mining were assumed as a series of co-linear cracks with certain spacing interval. Based on theⅠ-Ⅱ composite crack model in fracture mechanics, the stress distribution at the edge of rib pillar was analyzed, combined with Hoek-Brown failure criterion and Mohr-Coulomb failure criterion. Besides, the boundary equations of damaged zone at the edge of rib pillar were established. Accordingly, the calculation formulas of damaged width of rib pillar were obtained under different failure criteria, respectively. The curve laws were presented on the basis of the theoretical formulas of damaged width of rib pillar under different failure criteria and three sets of characteristic parameters for determining different states of coal body damage. According to the curve laws under different failure criteria, the effects of independent factors, such as the width of retaining coal pillar, , the width of cavern, , burial depth, H, and the dip angle of coal seam, ?, on the damaged width of rib pillar, , were analyzed. Meanwhile, the data of field tests were substituted into the theoretical formulas under different criteria. The theoretical results and measured data showed that the mutative laws obtained by applying the Hoek-Brown failure criterion accorded with the evolutional laws of rib pillar damage of actual field better, and the application of Hoek-Brown failure criterion was more suitable for the analysis of fracture of jointed rock mass. In addition, the mechanism and process of rib pillar destabilization were described by considering the limit failure theory and the asymptotic failure theory in the stability study of coal pillar. This paper provides a new approach to calculate the reasonable width of rib pillar and the application of criteria in theoretical analysis of pillar failure, which is significant for popularizing the highwall mining technology.

Key words: highwall mining, rib pillar, fracture mechanics, damaged width, strength criterion, crack

中图分类号: 

  • TU 473
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