煤炭工程 ›› 2024, Vol. 56 ›› Issue (5): 107-113.doi: 10.11799/ce202405017

• 研究探讨 • 上一篇    下一篇

大倾角煤层开采顶板主应力方向分布特征及力学分析

罗生虎,任 浩,王 同   

  1. 1. 西安科技大学 理学院,陕西 西安 710054

    2. 西安科技大学 能源学院,陕西 西安 710054

  • 收稿日期:2022-10-19 修回日期:2024-03-21 出版日期:2023-05-20 发布日期:2025-01-03
  • 通讯作者: 任浩 E-mail:2473525903@qq.com

Distribution characteristics and mechanical analysis of main stress direction of roof in steeply dipping coal seam#br#

  • Received:2022-10-19 Revised:2024-03-21 Online:2023-05-20 Published:2025-01-03

摘要:

为了分析大倾角煤层开采顶板最大主应力方向旋转对顶板变形破坏的影响,以新疆焦煤集团213025221工作面为背景,采用物理相似模拟实验、FLAC3D数值模拟方法对大倾角煤层开采过程中顶板破坏及岩层结构演化特征、最大主应力方向等值线分布及其对顶板破坏影响进行分析,在此基础上建立顶板力学模型,讨论了顶板挠度分布特征。结果表明:随工作面推进,顶板破坏包络线上方承载拱拱体范围逐渐增大,拱顶逐渐向岩层中上部延伸;顶板的最大主应力方向等值线分布形态由“m”逐渐向“n”型演化(采空区中、上部区域顶板最大主应力方向偏转程度较大),在主应力方向偏转和最优扩展裂隙角协同作用下,促使顶板中上部发生破坏并逐步向高位岩层迁移;建立顶板力学模型,通过Python编程将顶板数据代入计算可得,在顶板岩层倾向4/5处出现挠度峰值。

关键词: 大倾角煤层, 顶板承载结构, 最大主应力方向, 顶板破坏特征

Abstract:

In order to analyze the influence of the rotation of the maximum principal stress direction of the roof on the deformation and damage of the roof, taking the 25221 working face of 2130 mine of Xinjiang Coking Coal Group as the background, the roof failure and the evolution characteristics of the rock structure are analyzed by the physical similarity simulation experiment and FLAC3D numerical simulation method, the maximum principal stress direction deflection and its impact on the roof damage. On this basis, the roof mechanical model is established to discuss the distribution characteristics of the roof deflection. With the advancement of coal mining, the range of bearing arch above the roof failure envelope increases, and the arch extends to the middle and upper part of the rock stratum; The contour distribution pattern of the maximum principal stress direction of the roof gradually evolves from "m" to "n" type (The maximum principal stress direction of the roof in the middle and upper part of the goaf deflects greatly). Under the synergetic effect of the principal stress direction deflection and the optimal expansion crack angle, the middle and upper parts of the roof are damaged and migrate to the high level rock stratum, gradually; Establish the roof mechanical model, and substitute the roof data into the calculation through Python programming, so that the deflection peak value, along the tendency, will appear at 4/5 of the roof.

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