含天然裂缝页岩断裂特征试验研究

Experimental Study on Fracture Characteristics of Shale with Natural Fractures

  • 摘要: 为研究水力压裂过程中页岩断裂遇到天然裂缝的作用机理,了解岩体的断裂力学行为特征,采用含天然裂缝页岩加工了与预制切口呈不同角度的半圆盘三点弯曲试样,采用三点弯曲试验研究了半圆盘页岩裂纹扩展及断裂特征,获得了不同天然裂缝角度与预制切口位置时的断裂韧性特征,结合声发射特征分析了裂缝的扩展形态及转向规律。研究结果表明:1)受层理面和天然裂缝影响,预制裂纹扩展路径呈“Z”字形;低天然裂缝倾角(0°和30°)与高天然裂缝倾角(90°)时起裂缝为平面裂纹,中等天然裂缝倾角(45°和60°)时为非平面裂纹,真实入射角度比初设天然裂缝倾角大,裂纹扩展过程中向天然裂缝偏转;2)受天然裂缝影响,预制裂缝起裂时并不是沿着预制裂缝方向,起裂角和预制裂缝方向存在一定夹角;3)随预制裂缝与天然裂缝相交夹角增大,扩展路径由“沿天然裂缝扩展”,逐步向“直接穿过天然裂缝”扩展的模式过渡,预制裂缝与天然裂缝粗糙度差异明显,基质断裂后裂缝面有较好的自支撑性能。研究结果对优化页岩水力压裂设计、调控压裂缝与储层天然弱面的干扰及沟通过程具有指导作用。

     

    Abstract: In order to study the mechanism of the effect of natural fractures encountered of the shale fracture during hydraulic fracturing and understand the fracture mechanics characteristics of the rock mass, three-point bending specimens with semicircular disks at different angles from the pre-cutting were processed using natural fractured shale. The fracture propagation and failure characteristics of the semicircular shale were studied through the three-point bending test. The fracture toughness characteristics under different natural fracture angles and pre-cutting positions were obtained. The expansion pattern and turning rules of the fractures were analyzed based on the characteristics of acoustic emission. The research results reveal that: 1) Under the influence of bedding planes and natural fractures, prefabricated fracture paths exhibit “Z-shaped” trajectories. When the natural fracture inclination is low (0° and 30°) and high (90°), planar fractures are formed. When the natural fracture inclination is moderate (45° and 60°), non-planar fractures are formed. The actual incident angle is greater than the initially set natural fracture inclination, and during the fracture propagation process, the fractures shift towards the natural fractures. 2) Due to the influence of natural fractures, when the prefabricated fractures start to form, they do not align along the direction of the prefabricated fractures. The initiation angle and the direction of the prefabricated fractures have a certain angle difference. 3) As the intersection angle between prefabricated fractures and natural fractures increases, propagation transitions from “along natural fractures” to “directly crossing natural fractures”. Significant roughness contrast between prefabricated and natural fractures is observed. After the matrix breaks, the fracture surface has good self-supporting properties. The research results have certain guiding significance for optimizing the design of shale’s hydraulic fracturing, regulating the interference between the fractures and the natural weak planes of the reservoir, as well as the communication process.

     

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