A novel hybrid hydraulic fracturing phase-field model for porous media

IF 8.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Engineering Geology Pub Date : 2025-03-13 Epub Date: 2025-01-21 DOI:10.1016/j.enggeo.2025.107932
Feng Zhu , Hongxiang Tang , Degao Zou , Xue Zhang , Yonghui Li
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Abstract

This study proposes a novel 2D hybrid hydraulic fracturing phase-field model for simulating the complex fracturing processes in porous media. By coupling Reynolds flow with the cubic law in fractures and Darcy's flow in the low-permeability surrounding reservoir, the fracture-reservoir fluid governing equations are established. To simulate hydraulic fractures, an energy functional for fluid-driven fracture propagation in porous media was developed within a hybrid framework. The proposed functional is based on the interactions between the fluid, fractures, and the surrounding matrix, addressing key issues, such as nonphysical fractures under compression and fracture healing, while maintaining displacement field linearity. Additionally, the proposed functional considers not only the effect of pore water outside the fractures but also the work done by the injection fluid on the internal fracture walls. The fracture width, stress degradation function, fluid leak-off, and strain energy are critical links in hydromechanical–fracture coupling. The above coupled model was discretized using isogeometric analysis and iteratively solved with a staggered scheme. Six 2D examples were used to evaluate the model's validity, computational capability, and hydraulic fracturing behaviour. The results showed that the proposed model can reasonably capture the highly nonlinear hydraulic fracturing process in shale reservoirs, including matrix deformation, fracture propagation, injection fluid flow inside fractures, pore water seepage outside fractures, and fluid leak-off.

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多孔介质混合水力压裂相场模型
本文提出了一种新的二维混合水力压裂相场模型,用于模拟多孔介质中复杂的压裂过程。通过将裂缝内的雷诺流与三次流和低渗透储层周围的达西流耦合,建立了裂缝-储层流体控制方程。为了模拟水力裂缝,在混合框架内建立了多孔介质中流体驱动裂缝扩展的能量函数。所提出的函数是基于流体、裂缝和周围基质之间的相互作用,解决关键问题,如压缩和裂缝愈合下的非物理裂缝,同时保持位移场的线性。此外,所提出的函数不仅考虑了裂缝外孔隙水的影响,还考虑了注入流体对裂缝内壁所做的功。裂缝宽度、应力退化函数、流体泄漏和应变能是水-机-裂耦合的关键环节。采用等几何分析对上述耦合模型进行离散化,并采用交错格式进行迭代求解。使用6个2D实例来评估模型的有效性、计算能力和水力压裂行为。结果表明,该模型能较好地捕捉页岩储层中基质变形、裂缝扩展、裂缝内注入流体流动、裂缝外孔隙水渗流和流体漏出等高度非线性水力压裂过程。
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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