首页|工作面坚硬顶板水力压裂卸压效应数值模拟研究

工作面坚硬顶板水力压裂卸压效应数值模拟研究

Numerical Simulation of Pressure Relief Effect of Hydraulic Fracturing on Hard Roof of Working Face

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为了解决煤层开采工作面超前支承压力过大造成的围岩稳定性差的问题,本文以新集一矿360801工作面为研究对象,采用数值模拟软件对水力压裂切顶卸压工作面超前支承压力和位移进行研究.研究表明,水力压裂后超前支承应力显著降低,煤层顶板稳定性提升,在距水力压裂位置20m处,应力明显降低;距水力压裂位置20~40m处,应力逐渐恢复,处于应力恢复区;距水力压裂位置40m外,围岩不受影响.希望本研究可以为矿井煤层围岩水力压裂技术研究提供一定参考.
In order to solve the problem of poor stability of surrounding rock caused by excessive advance abutment pressure in coal seam mining face,this paper takes 360801 working face of Xinji No.1 Mine as the research background,and uses numerical simulation software to study the advance abutment pressure and displacement of hydraulic fracturing roof cutting and pressure relief working face.The results show that the abutment stress is significantly reduced after hydraulic fracturing,and the stability of coal seam roof is improved.The stress is obviously reduced at 20 m away from the hydraulic fracturing position.At 20-40 m away from the hydraulic fracturing position,the stress gradually recovers and is in the stress recovery zone;40 m away from the hydraulic fracturing position,the surrounding rock is not affected,which provides a certain reference for the study of hydraulic fracturing technology of coal seam surrounding rock in mine.

hydraulic fracturing technologyadvanced abutment pressurenumerical simulation

岳喜占、胡焕良、郭恩明、牛学军

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中煤新集能源股份有限公司,安徽淮南 232001

水力压裂技术 超前支承压力 数值模拟

2024

中国科技纵横
中国民营科技促进会

中国科技纵横

影响因子:0.102
ISSN:1671-2064
年,卷(期):2024.(14)