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复合层岩水力裂隙扩展层间效应与演化规律研究

Interlayer effect and evolution law of hydraulic fracture propagation in composite layered rocks

  • 摘要: 水力压裂是采矿工程领域岩层破碎改性的常用技术手段,但该技术在改造不同岩层组成的复合岩层时,水力裂隙扩展具有显著的层间效应。本文通过建立复合层岩水力压裂相场模型,以降维的裂隙流和相场模型进行层间界面表征,系统研究了应力条件(应力差和非均布载荷)、射孔倾角、天然裂隙、界面倾角、岩层组合顺序以及尺寸效应对水力裂隙扩展行为的影响机制。研究结果表明:(1)应力差由低向高变化时,层间流体憋压效应将减弱,促使水力裂隙由沿界面扩展向穿透界面扩展转变;非均匀荷载分布导致低应力区水力裂隙优先与界面交互。(2)小射孔倾角可扩大岩层损伤范围并削弱界面单边裂隙止裂效应;天然裂隙倾角调控了裂隙-界面交互类型呈现止裂型(θ ≤ 30°或≥ 150°)和导通偏转型(60°≤ θ ≤ 120°);界面倾角增大(0° → 60°)使水力裂隙偏转加剧、长度增加,90°时无交互。(3)岩层由软→硬岩过渡(刚度比<1)时,硬岩屏障作用显著,促使水力裂隙沿界面转向扩展;尺寸效应延迟裂隙-界面交互时间,且随着模型尺寸增大,交互行为由止裂转向沿界面扩展。研究结果可为精准调控复合层岩中水力裂隙的扩展行为提供理论指导和技术路径。

     

    Abstract: Hydraulic fracturing is a commonly used technique in mining engineering for rock fragmentation and modification, but when applied to composite rock layers with different lithologies, the propagation of hydraulic fractures exhibits significant interlayer effects. This study establishes a phase-field model for hydraulic fracturing in composite layered rocks, employing a dimension-reduced fracture flow and phase-field approach to characterize interlayer interfaces. The research systematically investigates the regulatory mechanisms of the stress conditions (stress difference and non-uniform loads), perforation angles, natural fractures, interface dip angles, rock layer stacking sequences and the size effect on fracture propagation behavior. The findings reveal that: (1) when the stress difference increases from low to high, the interlayer fluid pressure buildup effect weakens, promoting a transition of hydraulic fractures from interface-aligned propagation to interface-penetrating propagation. Non-uniform load distribution induces hydraulic fractures to preferentially interact with interfaces in low-stress zones. (2) A small perforation angle can expand the rock damage zone while weakening the unilateral fracture-arrest effect at interfaces. The natural fracture dip angle governs the fracture-interface interaction type, exhibiting either arrest-dominated behavior (θ ≤ 30° or ≥ 150°) or deflection-dominated connectivity (60° ≤ θ ≤ 120°). Interface dip angle intensifies fracture deflection and increases length as it rises from 0° to 60°, while no interaction occurs at 90°. (3) When rock layers transition from soft to hard formations with a stiffness ratio <1, the barrier effect of hard rock becomes prominent, causing hydraulic fractures to deflect and propagate along the interface. The size effect delays fracture-interface interaction time, and as model dimensions increase, the interaction behavior shifts from arrest to interface-aligned propagation. These results provide theoretical guidance and technical pathways for precisely controlling hydraulic fracture propagation in composite layered rocks.

     

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