中国安全科学学报 ›› 2021, Vol. 31 ›› Issue (10): 89-96.doi: 10.16265/j.cnki.issn1003-3033.2021.10.013

• 安全工程技术 • 上一篇    下一篇

端帮开采支撑煤柱失稳演化机制试验研究*

姜聚宇1 讲师, 杨慧雯1, 王东1 教授, 王来贵2 教授, 韩新平1 教授   

  1. 1 辽宁工程技术大学 矿业学院,辽宁 阜新 123000;
    2 辽宁工程技术大学 力学与工程学院,辽宁 阜新 123000
  • 收稿日期:2021-07-22 修回日期:2021-09-11 出版日期:2021-10-28 发布日期:2022-04-28
  • 作者简介:姜聚宇 (1989—),男,黑龙江齐齐哈尔人,博士,讲师,主要从事端帮开采及边坡工程等方面的研究。E-mail:343900949@qq.com。
  • 基金资助:
    国家自然科学基金资助(51874160);辽宁省“百千万人才工程”项目;辽宁工程技术大学学科创新团队项目(LNTU20TD-01)

Experimental study on instability evolution mechanism of rib pillars during highwall mining

JIANG Juyu1, YANG Huiwen1, WANG Dong1, WANG Laigui2, HAN Xinping1   

  1. 1 College of Mines, Liaoning Technical University, Fuxin Liaoning 123000, China;
    2 School of Mechanics & Engineering, Liaoning Technical University, Fuxin Liaoning 123000, China
  • Received:2021-07-22 Revised:2021-09-11 Online:2021-10-28 Published:2022-04-28

摘要: 为研究端帮开采过程中支撑煤柱稳定性演化特征,基于突变理论,推导支撑煤柱失稳判据,采用相似材料模拟试验,研究不同宽度支撑煤柱在回采及分级加载过程中,竖向应力分布形态、演化机制及两者与煤柱失稳关系,通过数值模拟验证试验结果。研究结果表明:当屈服区宽度超过煤柱宽度88%,煤柱将发生失稳;回采过程中煤柱竖向应力呈马鞍形分布,处于稳定状态;分级加载过程中,煤柱宽度由小到大依次发生剪切破坏,煤柱中部竖向应力出现突增,视为失稳前兆,可将竖向应力突变拐点作为失稳预警判据;试验中煤柱稳定性与数值模拟结果基本一致,验证了试验结果的合理性与可靠性。

关键词: 端帮开采, 支撑煤柱, 煤柱失稳, 突变理论, 相似材料模拟

Abstract: In order to study stability evolution mechanism of rib pillars during highwall mining, based on catastrophe theory, criteria for instability of coal pillars were derived. Secondly, similar material simulating experiment was conducted to study vertical stress's distribution pattern and evolution as well as their relationship with instability of coal pillars with different widths during coal mining and staged loading. Finally, test results were verified through numerical simulation. The results show that when the ratio of yield zone width to pillar width is greater than 88%, coal pillars will undergo instability failure. During mining process, distribution of vertical stress is in a saddle shape, which ensures a stable state. In the process of staged loading, coal pillars will see shear failure in turn from a small width to a large one, and vertical stress in the middle increases sharply, which is a precursor to a failure. The abrupt inflection point of vertical stress can be taken as a pre-warning criterion for coal pillar instability in engineering practice. It is also found that test results of stability are basically consistent numerical simulation ones, which verifies the rationality and reliability of the experiment results.

Key words: highwall mining, rib pillar, coal pillar instability, catastrophe theory, similar material simulation

中图分类号: