岩土力学 ›› 2026, Vol. 47 ›› Issue (5): 1567-1582.doi: 10.16285/j.rsm.2025.0640CSTR: 32223.14.j.rsm.2025.0640

• 基础理论与实验研究 • 上一篇    下一篇

界面强度对水力裂缝三维扩展行为影响规律的研究

王志翔1,杨典森1,周云2,赵智1   

  1. 1. 武汉大学 土木建筑工程学院,湖北 武汉 430072;2. 东北石油大学 环渤海能源研究院,河北 秦皇岛 066044
  • 收稿日期:2025-06-18 接受日期:2026-01-11 出版日期:2026-05-11 发布日期:2026-05-08
  • 通讯作者: 杨典森,男,1978年生,博士,教授,博士生导师,主要从事深部能源岩土工程多场耦合多尺度渗流机制及控制方法等方面研究。E-mail:dsyang@whu.edu.cn
  • 作者简介:王志翔,男,2002年生,硕士研究生,主要从事水力压裂方面的研究。E-mail:2153982192@qq.com
  • 基金资助:
    国家自然科学基金联合基金(No. U22A20595);国家自然科学基金(No. 12202463);河北省自然科学基金(No. E2025107007)。

Influence of interfacial strength on the three-dimensional propagation behavior of hydraulic fractures

WANG Zhi-xiang1, YANG Dian-sen1, ZHOU Yun2, ZHAO Zhi1   

  1. 1. School of Civil Engineering, Wuhan University, Wuhan, Hubei 430072, China; 2. Bohai Rim Energy Research Institute, Northeast Petroleum University, Qinhuangdao, Hebei 066044, China
  • Received:2025-06-18 Accepted:2026-01-11 Online:2026-05-11 Published:2026-05-08
  • Supported by:
    This work was supported by the Joint Funds of the National Natural Science Foundation of China (U22A20595), the National Natural Science Foundation of China (12202463) and Hebei Natural Science Foundation (E2025107007).

摘要: 页岩储层界面显著影响水力裂缝的三维扩展行为。采用层间间隔浇筑法制备不同界面强度的人工页岩试样,开展真三轴水力压裂试验。建立中心偏移指数CDI和径向非均匀度RNU定量表征裂缝三维几何特征,结合水压曲线和声发射特征参数,研究界面强度对水力裂缝三维扩展行为的影响规律。结果表明:界面会诱导水力裂缝产生偏转效应,促使水力裂缝扭曲或沿着界面扩展,呈现非对称三维形态,裂缝向界面位置发生偏移。随着界面黏聚力与内摩擦角的降低,在垂向应力σz=15 MPa下,界面抗剪强度从19.9 MPa下降至10.1 MPa,裂缝形态依次呈现V型穿越、Y型分叉和T型和H型捕获特征,其RNU值从0.36增大至1.06,CDI值从0.42下降至0.29,界面强度变低限制水力裂缝向外偏移。界面强度调控能量释放模式与压裂液运移路径,弱界面促使起裂压力降低,压裂液沿界面大规模滤失,为复杂缝网形成创造条件。界面抗剪强度降低会导致水力裂缝的破裂模式发生显著转变,高强度界面条件下裂缝以拉伸破坏为主导,而低强度界面条件下促使破裂模式向先拉伸后剪切的复合机制转变。

关键词: 水力压裂, 界面强度, 裂缝形态, 人工页岩试样, 破裂机制

Abstract: The interfacial properties of shale reservoirs significantly influence the three-dimensional propagation behavior of hydraulic fractures. This study prepares artificial shale specimens with varying interfacial strengths using an interlayer interval casting method and conducts true triaxial hydraulic fracturing tests. The center deviation index (CDI) and radial non-uniformity (RNU) are established to quantitatively characterize the three-dimensional geometric features of fractures. By analyzing injection pressure curves and acoustic emission parameters, this study investigates the influence of interfacial strength on hydraulic fracture propagation. The results demonstrate that interfaces induce deflection effects in hydraulic fractures, causing them to twist or propagate along these interfaces, resulting in asymmetric three-dimensional morphologies with noticeable shifts toward the interfaces. Under a normal stress ofσz=15 MPa, as the interfacial cohesion and the internal friction angle decrease, the calculated interfacial shear strength decreases from 19.9 MPa to 10.1 MPa. Consequently, the fracture morphology transitions sequentially, exhibiting characteristics of V-shaped penetration, Y-shaped branching, and ultimately T-shaped or H-shaped capture. The RNU value increases from 0.36 to 1.06, while the CDI value decreases from 0.42 to 0.29, indicating that lower interfacial strength restricts outward fracture propagation. Interfacial strength governs both the energy release modes and fluid migration pathways. Weaker interfaces reduce the initiation pressure and promote large-scale fluid loss along these interfaces, creating favorable conditions for complex fracture network formation. A reduction in interfacial shear strength significantly alters the fracture failure mode, where high-strength interface conditions predominantly produce tensile fractures, while low-strength interfaces induce a transition to a composite tensile-shear failure mechanism.

Key words: hydraulic fracturing, interfacial strength, fracture morphology, artificial shale specimen, failure mechanism

中图分类号: TU 411
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