煤层顶板水力压裂裂缝扩展规律实验研究

    Experimental study on the expansion law of hydraulic fracturing cracks in coal seam roof

    • 摘要: 针对碎软煤层,煤层顶板水力压裂是常用的增产改造技术之一。查明水力压裂煤层顶板裂缝扩展规律能为压裂参数优化奠定基础。本文研究制作了煤岩相似材料,采用真三轴水力压裂实验装置进行了不同应力状态、不同煤+顶板岩层下的煤层顶板水力压裂物理模拟实验,得出了煤层顶板水力压裂裂缝扩展规律。基于岩石断裂理论,建立了裂缝扩展判识准则。探讨了煤岩+顶板岩石力学性质组合、水平应力差等对压裂裂缝扩展的影响,提出了水力压裂裂缝扩展模式。研究结果表明:硬顶+硬煤和硬顶+软煤的压裂裂缝形态较为复杂,裂缝扩展延伸的距离较长并能发生穿层扩展。软顶+硬煤的压裂裂缝形态较为简单,裂缝扩展延伸的距离较短且不易发生穿层扩展。水平应力差较小时,应力状态为挤压型试样的压裂裂缝很难发生穿层扩展。水平应力差小拉张型试样、水平应力差大拉张型试样、水平应力差大挤压型试样水力压裂裂缝均发生裂缝穿层扩展,裂缝形态分别为“1”字型、“V”字型、“7”字型。水力压裂裂缝扩展受裂缝应力强度因子和岩石断裂韧性控制,通过施工压力是否发生陡降可判断能否发生穿层扩展。水力压裂顶板时,存在压裂裂缝顶板延伸、顶板与层理面延伸、穿层延伸、顶板延伸+人工干预穿层延伸等四种压裂裂缝扩展模式。研究结果为水力压裂煤层顶板穿层扩展机理研究提供了实验基础。

       

      Abstract: The hydraulic fracturing of coal seam roof is one of the frequently used techniques for increasing production of soft crushed coal seam. Finding out the crack propagation law of coal seam roof in hydraulic fracturing can lay a foundation for the optimization of fracturing parameters. In this paper, similar materials of coal and rock are made, and physical simulation experiments of coal seam roof hydraulic fracturing under different stress states and different coal + roof strata are carried out by using true triaxial hydraulic fracturing experimental device. Based on rock fracture theory, the criterion of crack propagation is established. The effects of the combination of mechanical properties of coal and roof rock and the difference of horizontal stress on crack propagation are discussed, and the fracture propagation model of hydraulic fracturing is proposed. The results show that the fracture morphology of hard roof + hard coal and hard roof + soft coal is more complex, and the crack propagation distance is longer and can occur through layer propagation. The fracture morphology of soft roof + hard coal is relatively simple, the crack propagation distance is short and it is not easy to cross layer propagation. When the horizontal stress difference is small, it is difficult for fracturing fractures with the stress state of extrusion type to propagate through the layer. The hydraulic fracturing fractures of the specimens with small horizontal stress difference, the specimens with large horizontal stress difference and the specimens with large horizontal stress difference all spread through the layer, and the fracture morphology is “1” font, “V” font and “7” font, respectively. Fracture propagation of hydraulic fracturing is controlled by fracture stress intensity factor and rock fracture toughness. Whether or not cross-layer propagation can occur can be judged by the steep drop of construction pressure. During hydraulic fracturing, there are four crack propagation modes: fracturing fracture roof extension, roof and bedding surface extension, through layer extension, roof extension + manual intervention through layer extension. The research results provide the experimental basis for the research on the mechanism of seam roof penetration in hydraulic fracturing.

       

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