煤炭工程 ›› 2018, Vol. 50 ›› Issue (10): 126-129.doi: 10.11799/ce201810029

• 研究探讨 • 上一篇    下一篇

强含水层下巷式充填采煤覆岩破坏规律数值模拟研究

董羽   

  1. 山东工商学院 管理科学与工程学院
  • 收稿日期:2018-03-28 修回日期:2018-05-20 出版日期:2018-10-20 发布日期:2018-12-18
  • 通讯作者: 董羽 E-mail:dongyu1987@126.com

Numerical Simulation Study on The Overlying Strata Failure Rules of Roadway Backfill under Strong Aquifer

  • Received:2018-03-28 Revised:2018-05-20 Online:2018-10-20 Published:2018-12-18

摘要: 为了进一步研究强含水层下巷式充填覆岩的移动变形机理,得到巷式充填覆岩导水裂隙带发育规律,利用FLAC3D数值模拟软件,结合公格营子矿区的地质条件建立矿区三维模型,模拟导水裂隙带的发育情况。分别模拟分析了采厚、充填率及充填体弹性模量三种影响因素下巷式充填导水裂隙带的发育情况,回归分析得出了各影响因素下导水裂隙带的高度公式。公格营子矿巷式充填开采结果表明,强含水层下巷式充填采煤是安全可行的且经济效益显著。

关键词: 含水层, 巷式充填, 覆岩破坏规律, 导水裂隙带, 数值模拟

Abstract: In order to further study the movement and deformation mechanism of overlying strata with roadway backfill under the strong aquifer and to obtain the development law of the, the coal mine 3D model is established by combining the geological conditions of the mining area, then FLAC3D numerical simulation software is utilized to simulate the development of the water flowing fractured zone in the coal mine. In this paper, the development of water flowing fractured zone under three influence factors, such as mining thickness, filling rate, and elastic modulus of backfill, are simulated respectively. The height formulas of water flowing fractured zone with different influence factors are obtained by regression analysis. Base on the actual situation, the results show that it is safe and feasible to coal mining with roadway backfill under the strong aquifer with remarkable economic benefits.

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