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煤系岩层真三轴水力压裂裂缝扩展规律研究

The study on the propagation laws of hydraulic fractures in coal measure strata under true triaxial conditions

  • 摘要: 为掌握水力裂缝遇到岩层界面时由于岩性突变引起的裂缝扩展轨迹变化规律, 通过真三轴水力压裂试验和直流电阻率法反演, 研究了不同岩性组合模式下煤系岩层水力裂缝的扩展行为, 揭示了地应力、岩性强度差异和岩层界面强度对水力裂缝扩展轨迹的影响机制。研究结果表明: 煤系岩层水力裂缝形态具有明显的非对称特征, 有单一、交叉、“T”形、“十”形、“工”形、“干”形和复杂裂缝7种模式。水力压裂压力曲线可划分为快速增大至起裂压力、压力突降、稳定波动和停泵后压力降低4个阶段, 水力裂缝延伸遇到天然裂缝或岩层界面时压力曲线会出现明显的波动, 压力突降值与水力裂缝的复杂程度呈负相关。地应力对水力裂缝的控制作用与最大主应力方向和垂直应力差异系数有关, 当垂直应力为最大主应力时, 垂直应力差异系数越大, 水力裂缝越易穿过界面继续垂向扩展。岩性强度差异对水力裂缝扩展轨迹的影响表现为当水力裂缝由软岩中起裂扩展至岩层界面时, 其扩展轨迹多为停止和沿着岩层界面扩展; 当水力裂缝在硬岩中起裂时, 岩性强度差异ΔS越大, 越容易穿过岩层界面继续垂向扩展, 反之, 则易沿着岩层界面扩展。

     

    Abstract: To obtain the variation patterns of hydraulic fracture propagation trajectories caused by abrupt lithological changes of formation interfaces, the propagation behavior of hydraulic fractures in coal measure strata under different combined lithological modes was investigated through true triaxial hydraulic fracturing experiments and inversion of direct current resistivity method. The influence mechanisms of in-situ stress, lithological strength difference, and formation interface strength on the propagation trajectories of hydraulic fractures were analyzed. The results show that the morphology of hydraulic fractures in coal measure strata exhibits significant asymmetric characteristics, and the following seven modes are identified: single, cross, "T"-shaped, "+"-shaped, "I"-shaped, "干"-shaped, and complex fractures. The hydraulic fracturing pressure curve can be divided into four stages: rapid increase to fracture initiation pressure, sudden pressure drops, stable fluctuation, and pressure decrease after pump shutdown. When hydraulic fracture propogation encounters natural fractures or formation interfaces, the pressure curve shows obvious fluctuations, and the sudden pressure drop value is negatively correlated with the complexity of the hydraulic fracture. The influence of in-situ stress on hydraulic fractures is related to the direction of the maximum principal stress and the vertical stress difference coefficient. When the maximum principal stress is vertical, the larger the vertical stress difference coefficient, the easier it is for the hydraulic fracture to penetrate the interface and continue to propagate vertically. The lithological strength difference influences the propagation trajectory of hydraulic fractures as well. When a hydraulic fracture initiates and propagates from soft rock to a formation interface, its propagation trajectory mostly stops and extends along the formation interface; whereas when a hydraulic fracture initiates in hard rock, the larger the lithological strength difference ΔS, the easier it is for the fracture to penetrate the formation interface and to continue to propagate vertically. Otherwise, it tends to extend along the formation interface.

     

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