水力致裂弱化坚硬顶板保护邻空巷道现场试验
Field Test of Hydraulic Fracturing and Weakening of Hard Roof to Protect Gob-side Roadway
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摘要: 针对马脊梁矿邻空侧巷道围岩变形量较大、矿压显现剧烈等问题,进行水力致裂弱化坚硬顶板的工业性试验。通过有无切顶试验对比,观测监测孔及钻孔应力计压力波动情况,分析了坚硬顶板水力致裂的效能。研究结果表明:通过对坚硬顶板进行切槽,可有效弱化顶板岩层,降低工作面应力集中。现场工业性试验验证了水力致裂的可靠性,治理邻空侧巷道矿压显现效果显著,不仅实现了8103工作面的正常回采,也为该矿提供了一项降低邻空侧巷道围岩应力集中的措施。Abstract: For the problems of large deformation and strong underground behavior of gob-side roadway in Majiliang Coal Mine, the field experiment of hydraulic fracturing in hard roof was proposed. Through the comparison of monitoring borehole and stress variation of borehole stress meter, the efficiency of hydraulic fracturing in hard roof was analyzed. The results show that the hydraulic fracturing could effectively weaken the hard roof and reduce the stress concentration of the working face. The research results provide a foundation for the promotion application of hydraulic fracturing technology, and the effect is remarkable for controlling underground behavior of gob-side roadway. The successful implementation not only realizes the normal mining of 8103 working face, but also provides a measure for reducing stress concentration of gob-side roadway.