Phase-field simulation of CO2 fracturing crack propagation in thermo-poroelastic media

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL International Journal of Rock Mechanics and Mining Sciences Pub Date : 2025-02-15 DOI:10.1016/j.ijrmms.2025.106052
Changbao Jiang , Chen Jing , Hailiang Wang , Liang Wang , Liqiang Zhang
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Abstract

Carbon dioxide (CO2) fracturing technology demonstrates significant potential for the development of unconventional gas resources. To elucidate the fracture propagation mechanism under CO2 fracturing, Biot's poroelasticity theory was applied to thermo-poroelastic media, accounting for the variability of CO2 properties. A coupled phase-field model (PFM) for CO2 fracturing in thermo-poroelastic media was established to analyze the influence of different stress differentials on fracture propagation characteristics. This model was used to compare the evolution processes of the fracture field, displacement field, and temperature field, while examining the impact of stress and displacement evolution on microcrack development. The results indicate that for horizontal stress differences of 2 MPa and 0 MPa, the fracture propagation lengths are 0.084m and 0.169m, respectively. A smaller horizontal stress difference results in a smaller angle between fractures and more fully developed fractures. Supercritical carbon dioxide (SC-CO2) fracturing can effectively overcome limitations imposed by stress factors on fracture propagation direction and morphology. Thermal effects from the temperature field are pronounced in the early stage of fracturing, with the temperature influence range exceeding the displacement influence range before t = 12.55s, the displacement equilibrium point. After this point, the displacement influence range surpasses the temperature influence range. During SC-CO2 fracturing process, the displacement curve exhibits relatively small fluctuations (1.83 × 10−6 m), and a prolonged slow propagation period, indicating fully developed microcracks. In the initial stage, tensile stress concentrations form around the pores. As the fracturing fluid continues to be injected, fractures initiate and propagate, with distinct zones of tensile and compressive-shear stress concentration. Ultimately, fractures propagate continuously along the direction of shear stress concentration.
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热孔弹性介质中CO2压裂裂纹扩展的相场模拟
二氧化碳(CO2)压裂技术在非常规天然气资源开发中具有巨大的潜力。为了阐明CO2压裂作用下的裂缝扩展机制,将Biot的孔隙弹性理论应用于热孔弹性介质,考虑了CO2性质的可变性。建立了热孔弹性介质中CO2压裂的耦合相场模型,分析了不同应力差对裂缝扩展特性的影响。利用该模型对比裂缝场、位移场和温度场的演化过程,考察应力和位移演化对微裂纹发育的影响。结果表明:水平应力差为2 MPa和0 MPa时,裂缝扩展长度分别为0.084m和0.169m;水平应力差越小,裂缝夹角越小,裂缝发育越充分。超临界二氧化碳(SC-CO2)压裂可以有效克服应力因素对裂缝扩展方向和形态的限制。温度场的热效应在压裂初期较为明显,在t = 12.55s之前,温度影响范围超过了位移影响范围。在此点之后,位移影响范围超过温度影响范围。在SC-CO2压裂过程中,位移曲线波动较小(1.83 × 10−6 m),缓慢扩展周期延长,表明微裂缝发育充分。在初始阶段,拉伸应力集中在孔隙周围形成。随着压裂液的持续注入,裂缝开始形成并扩展,形成不同的拉应力集中区和压剪应力集中区。最终,裂缝沿剪应力集中方向连续扩展。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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