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岩梁假设下顶板变形机制与空顶距优化研究 被引量:1
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作者 刘建胜 赵利安 +1 位作者 李达 鲁忠良 《煤炭工程》 北大核心 2023年第10期49-54,共6页
为解决煤矿井下煤巷掘支效率低,掘支工艺参数选取不合理,增加空顶区冒顶风险,严重影响生产效率等问题,运用理论分析、数值模拟与现场试验等方法,结合河津腾晖煤业北翼(2-2052)巷道的地质条件,运用岩梁理论建立了矩形巷道围岩物理力学模... 为解决煤矿井下煤巷掘支效率低,掘支工艺参数选取不合理,增加空顶区冒顶风险,严重影响生产效率等问题,运用理论分析、数值模拟与现场试验等方法,结合河津腾晖煤业北翼(2-2052)巷道的地质条件,运用岩梁理论建立了矩形巷道围岩物理力学模型,推导了空顶区顶板的拉应力和挠度方程,探讨了空顶距离、巷道宽度与顶板支撑强度等因素对空顶区顶板稳定性的影响,利用FLAC三维数值模拟软件重点分析了空顶距离对顶板的影响,确定了的合理空顶距离。结果表明:巷道的直接顶是掘进过程中空顶区顶板围岩稳定性的关键,空顶区顶板在拉剪的共同作用下发生破坏,分析了不同迎头距离的顶板围岩的垂直应力状况,并考虑到空顶区的安全系数,综合得出极限空顶距离为4 m。在试验期间内,其顶板最大的沉降变形量为62 mm,掘进迎头空顶区顶板未发生过冒顶的现象,整个服务期间顶板稳定性好,其掘进速度提高了一倍,达到了月进尺400 m的良好效果。 展开更多
关键词 回采巷道 岩梁理论 顶板变形特征 空顶距离 数值模拟
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大跨度复合顶板开切眼变形特征及控制技术 被引量:9
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作者 刘治成 朱磊 刘永强 《煤矿安全》 CAS 北大核心 2020年第11期83-88,93,共7页
为了解决大跨度开切眼复合顶板破坏迅速、持续时间长、变形剧烈等控制难题,通过现场实测得到复合顶板结构特征,并利用FLAC3D软件统计分析了不同迭代次数下开切眼顶底板及帮部的位移变化情况和塑性区发育特点,揭示出单一顶板与复合顶板... 为了解决大跨度开切眼复合顶板破坏迅速、持续时间长、变形剧烈等控制难题,通过现场实测得到复合顶板结构特征,并利用FLAC3D软件统计分析了不同迭代次数下开切眼顶底板及帮部的位移变化情况和塑性区发育特点,揭示出单一顶板与复合顶板条件下开切眼围岩变形和塑性区发育的规律和变形特征;同时,基于Goodman弹性夹层理论建立了复合顶板弹性夹层组合梁力学模型,得到了复合顶板极限跨距的计算公式;最后,对"锚杆锚索+单体支柱"联合支护参数进行了优化。现场实践结果表明:在掌握大跨度复合顶板结构特点和破坏特征的基础上,以"强力锚杆锚索+单体支柱"为核心的支护方案中,开切眼顶板0~4.0 m的岩层离层平均值为108 mm,支护方案有效的控制了大跨度复合顶板开切眼围岩变形。 展开更多
关键词 复合顶板 开切眼 顶板变形特征 顶板控制 数值模拟
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厚煤层综放开采切顶留巷切缝参数优化研究 被引量:4
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作者 王炯 冯增超 +3 位作者 程爽 陈鹏程 刘天赏 宋立志 《煤炭技术》 CAS 北大核心 2023年第11期1-8,共8页
针对厚煤层综放开采切顶卸压沿空留巷切缝参数研究缺乏的问题,使用二维离散元软件UDEC进行模拟,采用控制变量法,通过分析不同切顶高度和切顶角度组合下的巷道顶板位移、实体煤侧应力集中程度,得出切顶高度17 m和切顶角度13°组合下... 针对厚煤层综放开采切顶卸压沿空留巷切缝参数研究缺乏的问题,使用二维离散元软件UDEC进行模拟,采用控制变量法,通过分析不同切顶高度和切顶角度组合下的巷道顶板位移、实体煤侧应力集中程度,得出切顶高度17 m和切顶角度13°组合下的卸压效果最佳:采空区顶板垮落更充分,很好地弱化了开采动压对巷道的影响,使得巷道围岩应力和顶板竖向位移最小,巷道周边压力集中程度降低,提高了巷道整体的稳定性。研究成果为厚煤层综放开采切顶卸压沿空留巷技术的成功应用提供了基础。 展开更多
关键词 厚煤层 切顶卸压 沿空留巷 顶板变形特征 应力变化规律 切缝参数优化
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Experimental investigation into stress-relief characteristics with upward large height and upward mining under hard thick roof 被引量:21
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作者 Ke Yang Xiang He +3 位作者 Litong Dou Wenjun Liu Li Sun Haisong Ye 《International Journal of Coal Science & Technology》 EI 2015年第1期91-96,共6页
According to geological conditions of No. 3 and No. 4 coal seams (namely A3 and B4) of the Pan'er coal mine and the parameters of panels 11223, 11224, and 11124 with fully-mechanical coal mining, we built 2D simila... According to geological conditions of No. 3 and No. 4 coal seams (namely A3 and B4) of the Pan'er coal mine and the parameters of panels 11223, 11224, and 11124 with fully-mechanical coal mining, we built 2D similar material simulation and FLAC3D numerical simulation models to investigate the development of mining-induced stress and the extraction effect of pressure-relief gas with large height and upward mining. Based on a comprehensive analysis of experimental data and observations, we obtained the deformation and breakage characteristics of strata overlying the coal seam, the development patterns of the mining-induced stress and fracture, and the size of the stress-relief area. The stress-relief effect was investigated and analyzed in consideration with mining height and three thick hard strata. Because of the group of three hard thick strata located in the main roof and the residual stress of mined panel 11124, the deformation, breakage, mining-induced stress and fracture development, and the stress-relief coefficient were discontinuous and asymmetrical. The breakage angle of the overlying strata, and the compressive and expansive zones of coal deformation were mainly controlled by the number, thickness, and strength of the hard stratum. Compared with the value of breakage angle derived by the traditional empirical method, the experimental value was lower than the traditional results by 3°-4°below the hard thick strata group, and by 13°-19° above the hard thick strata group. The amount of gas extracted from floor drainage roadway of B4 over 17 months was variable and the amount of gas per month differed considerably, being much smaller when panel 11223 influenced the area of the three hard thick strata. Generally, the stress-relief zone of No. 4 coal seam was small under the influence of the hard thick strata located in the main roof, which played an important role in delaying the breakage time and increasing the breakage space. In this study we gained understanding of the stress-relief mechanism influenced by the hard thick roof. The research results and engineering practice show that the main roof of the multiple hard thick strata is a critical factor in the design of panel layout and roadways for integrated coal exploitation and gas extraction, provides a theoretical basis for safe and high-efficient mining of coal resources. 展开更多
关键词 Integrated coal exploitation and gas extraction Large mining height Stress-relief effect Hard thick strata Mining-induced stress
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Stability control of water-enriched roofs of coal drifts 被引量:1
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作者 LI Xue-hua YAO Qiang-ling +2 位作者 DING Xiao-lei WANG Yi-pin ZHANG Lei 《Mining Science and Technology》 EI CAS 2009年第4期467-472,共6页
Excavation-and-support induced disturbances are likely to make water-enriched roofs to become weathered and fractured.The development and connection of cracks provide new water channels which may result in water loss,... Excavation-and-support induced disturbances are likely to make water-enriched roofs to become weathered and fractured.The development and connection of cracks provide new water channels which may result in water loss,seriously affecting the in-tegrity and stability of roofs,leading to incidents of roof fall.Control of water-enriched rocks surrounding coal drifts is quite diffi-cult in China.Based on the practical situation of a water-enriched roof of a coal drift in working face 112201 of the Meihuajing coal mine,we studied the deformation features of surrounding rocks and the development of fractured areas and analyzed the major reasons for the decrease in load-carrying capacity,indicating that the key to maintain roof stability of this kind of coal drift is water retention.In addition,we proposed a staged control technology consisting of:1) surface grouting;2) cable anchor strengthening and 3) roof grouting,which has proven to be successful in this practical application.Our study indicates that,after the problem of water loss from the water-enriched roof had been effectively solved,a combined support system with high performance bolts can maintain the stability of the bearing structure,resulting in the control of roof stability in this kind of coal drift. 展开更多
关键词 AQUIFER roof stability water retention staged control
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