煤炭工程 ›› 2023, Vol. 55 ›› Issue (11): 38-44.doi: 10. 11799/ ce202311007

• 设计技术 • 上一篇    下一篇

地下水库煤柱坝体尺寸设计与稳定性因素分析

陈子晗,赵希栋,韩洲,乔钟槿   

  1. 1. 中国矿业大学(北京) 能源与矿业学院, 北京 100083
    2. 华北科技学院 矿山安全学院, 北京 101601
    3. 煤炭开采水资源保护与利用国家重点实验室, 北京 102200

  • 收稿日期:2023-05-05 修回日期:2023-06-29 出版日期:2023-11-20 发布日期:2025-04-07
  • 通讯作者: 赵希栋 E-mail:xdz523@163.com

Design of Coal Pillar Dam Body Size and Analysis of Stability Factors for Un-derground Reservoirs

  • Received:2023-05-05 Revised:2023-06-29 Online:2023-11-20 Published:2025-04-07
  • Contact: xidong xizhao E-mail:xdz523@163.com

摘要:

地下水库技术是提高西部水资源利用率、缓解矿区用水紧张的有效方案, 合理的地下水库煤柱宽度是地下水库的正常运行的重要保障。为了研究地下水库煤柱坝体的主要影响因素, 以大柳塔矿地下水库为工程背景, 对水库煤柱坝体的合理留设宽度进行了理论计算, 并从采动应力与初始地应力两者综合作用的角度确定了煤柱坝体稳定性的主要影响因素, 并分析了不同因素对煤柱坝体稳定性的影响。结果表明: 大柳塔矿地下水库煤柱坝体的合理宽度为27.01m; 工作面采高越大, 煤柱宽度越小, 则煤柱内的偏应力水平越高, 煤柱稳定性降低; 初始地应力场的侧压系数越小, 地应力角度偏离0°的范围越大, 煤柱内的偏应力水平越高, 煤柱稳定性越低。

关键词: 地下水库, 煤柱留设, 煤柱稳定性, 偏应力, 地应力

Abstract:

The underground reservoir technology system is a technical method to improve the utilization rate of water resources in the western region and alleviate the water shortage in mining areas. A reasonable coal pillar width of the underground reservoir is an important guarantee for the normal operation of the underground reservoir. Taking the underground reservoir of Daliuta Coal Mine as the engineering background, this paper theoretically calculates the reasonable reserved width of the coal pillar dam body of the reservoir, puts for-ward the main influencing factors of the stability of the coal pillar dam body from the perspective of the combined action of mining stress and initial crustal stress, and analyzes the influence of different influ-encing factors on the stability of the coal pillar dam body. The research results indicate that: (1) the rea-sonable width of the coal pillar dam body in the underground reservoir of Daliuta Mine is 27.01 m; (2) The higher the mining height of the working face, the smaller the width of the coal pillar, the higher the level of deviatoric stress inside the coal pillar, and the lower the stability of the coal pillar; (3) The smaller the lateral pressure coefficient of the initial crustal stress field, the larger the range of crustal stress angle deviation from 0 °, the higher the deviant stress level in the coal pillar, and the lower the stability of the coal pillar.

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