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基于最大周向拉应力准则的水力裂纹起裂特征研究

Investigation of the characteristics of hydraulic fracture initiation by using maximum tangential stress criterion

  • 摘要: 为研究水力裂纹起裂特征,优化水力压裂设计及施工,采用最大周向拉应力准则作为水力裂纹的开裂判据,推导裂纹起裂角和临界水压的计算方程。分析起裂角和临界水压与预制裂纹倾角、注入水压、应力差和孔隙压力等的关系。研究结果表明:起裂角随预制裂纹倾角的增加呈先增加后减小的趋势;随着水压增高,裂纹起裂角逐渐减小;起裂角随应力差的增加呈单调递增趋势,随孔隙水压增加呈单调递减趋势。临界水压随裂纹倾角的增加呈单调增加的趋势。整体而言,临界水压随应力差增大而增加;随预制裂纹长度的增加而逐渐降低;随断裂韧度的增加呈单调递增趋势;随孔隙水压增加呈单调递减趋势。理论预测的起裂角及临界水压与水力压裂试验结果较为吻合。研究结论可为水力压裂设计及施工提供借鉴。

     

    Abstract: To understand the characteristics of hydraulic fracture initiation and optimize the design and treatment of hydraulic fracturing,the maximum tangential stress criterion is used to predict hydraulic fracture initiation. The equation of initiation angle and critical initiation pressure is derived. The variations of initiation angle/critical initiation pressure under the influence of prefabricated crack inclination angle,hydraulic pressure,stress difference,and pore pressure are analyzed. The results show that the initiation angle rises first and then declines with the inclination angle increment. With the rise of hydraulic pressure,the initiation angle declines progressively. The initiation angle rises monotonically with the stress difference. The initiation angle falls monotonously with the rise of pore pressure. The critical initiation pressure rises monotonously with the increment of the crack angle. In general,the critical initiation pressure rises with the increment of stress difference. The critical initiation pressure declines with the increment of crack length. The critical initiation pressure rises monotonously with the fracture toughness. The critical initiation pressure drops monotonously with the rise of pore pressure. It is found that the initiation angle and critical initiation pressure predicted by the maximum tangential stress criterion are in good agreement with the experimental result. The research provides some references for the design and treatment of hydraulic fracturing.

     

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