地应力及原生裂隙对水力压裂起裂方向和起裂压力的影响

    Effect of Ground Stress and Initial Fissure on Crack Initiation Direction and Pressure by Hydraulic Fracturing

    • 摘要: 在理论计算水力压裂起裂压力和起裂方向的基础上,利用应力-渗流耦合数值模拟方法,研究了地应力和原生裂隙对水力压裂过程中裂纹起裂和扩展的影响,得出了起裂压力和扩展压力随侧压系数的变化趋势;对比分析了不含预制裂纹和含预制裂纹压裂模型的起裂压力和方向;探讨了含裂纹模型起裂转向的临界应力条件;最后,通过应力分析阐述了地应力和原生裂隙对水力压裂起裂的影响机理。

       

      Abstract: Based on the theoretical calculation of hydraulic fracturing initiation pressure and direction, the influence of initial fissure and ground stress on the crack initiation and expanding of hydraulic fracturing is investigated by the stress-seepage coupled simulation method. The variation trend of initiation pressure and direction with the lateral pressure coefficient is obtained. The initiation pressure and direction of the models without pre-set crack and with preseting crack are comparatively analyzed, and the critical stress of initial crack swing of with presetting crack model is discussed. In the end, the effect theory of in-situ stress and original defect to the hydraulic fracturing initiation is elaborated by stress analysis.

       

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