首页> 外文期刊>Advances in materials science and engineering >Spatial and Temporal Distribution Law and Influencing Factors of the Mining-Induced Deformation and Failure of Gas Boreholes
【24h】

Spatial and Temporal Distribution Law and Influencing Factors of the Mining-Induced Deformation and Failure of Gas Boreholes

机译:采矿引起的瓦斯井变形和破坏的时空分布规律及影响因素

获取原文
           

摘要

Because gas boreholes are easy to damage by integrated coal mining and gas exploration, based on the practice of relieving pressure in deep thin coal seams in the Huainan mining area, a multidimensional coupling numerical simulation method was used to reveal the space-time evolution characteristics and influence factors of fracture deformation of gob-side gas boreholes. Results indicate that the danger zone for borehole fractures is primarily between 5 and 12 m above the roof of the roadway. The final-hole position has little effect on the stability of boreholes, and migrating the open-hole position to the entity coal side and roadway roof side can improve the stability of the borehole. The initial failure of the borehole occurs at a distance of 10 m behind the coal face. The failure of the borehole is largely stable at a distance of 100 to 120 m behind the coal face. With the increase in mining height, which leads to an increase in the movement of strata and an increase in pressure relief range, the shear stability of the borehole is reduced, and the extrusion stability of the borehole is improved. A hard roof condition promotes borehole shear stability, while a weak roof condition promotes borehole extrusion stability. This change can decrease the maintenance difficulty associated with “minor supports” in boreholes to a certain extent by reinforcing the support strength of “primary supports” in roadway retaining walls. The simulation results are consistent with observed results for the 11 test boreholes, and the accuracy of the numerical simulation is verified.
机译:由于瓦斯井很容易被综合采煤和瓦斯勘探破坏,因此,在缓解淮南矿区深薄煤层压力的实践基础上,采用多维耦合数值模拟方法揭示了时空演化特征。采空区气井裂缝变形的影响因素结果表明,井眼破裂的危险区主要在巷道顶板上方5至12μm之间。最终孔位置对井眼的稳定性影响很小,将裸眼位置迁移到实体煤侧和巷道顶板侧可以提高井眼的稳定性。钻孔的初始破坏发生在煤层后10 behindm处。在煤层后面100至120μm的距离内,井眼的破裂在很大程度上是稳定的。随着开采高度的增加,这导致地层运动的增加和卸压范围的增加,井眼的剪切稳定性降低,并且井眼的挤压稳定性得到改善。坚硬的顶板条件促进井眼剪切稳定性,而弱的顶板条件促进井眼挤出稳定性。通过增强巷道挡土墙中“主要支撑”的支撑强度,这种变化可以在一定程度上降低与井眼中“次要支撑”相关的维护难度。模拟结果与11个测试井眼的观测结果一致,验证了数值模拟的准确性。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号