两个同时压裂的水力裂缝动态扩展的可视化:竞争和相互作用

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL International Journal of Rock Mechanics and Mining Sciences Pub Date : 2025-02-01 Epub Date: 2025-01-25 DOI:10.1016/j.ijrmms.2025.106036
Luchao Wang , Kang Duan , Qiangyong Zhang , Xiufeng Zhang , Chuancheng Liu , Di Wang
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引用次数: 0

摘要

深化对水力裂缝动态扩展和相互作用的认识是优化水力压裂设计的关键。通过在透明聚甲基丙烯酸甲酯(PMMA)样品上进行双孔水力压裂实验,借助高速摄像机和图像重建方法,三维可视化了两孔压裂裂缝的动态扩展。结合扩展有限元法(XFEM)的数值模拟和理论分析,探讨了水力裂缝扩展的特征。来自孔洞的边界应力和内应力之间的竞争控制着裂缝的生长模式。边界应力差的减小加剧了孔间的应力集中,导致单孔形成的平面裂缝转变为连接两个孔的螺旋裂缝。双孔螺旋裂缝的扩展可分为孔连接、挠曲和快速扩展三个阶段。在应力集中主导下,裂缝先连接两个孔洞,然后在边界应力控制下向σH方向重新定向。单孔平面裂缝的扩展可分为向上扩展、两侧同步扩展和向下扩展三个阶段。在边界应力的控制下,沿σH方向扩展的裂缝首先出现在单孔侧,然后在相邻孔的吸引应力的影响下向相邻孔方向偏转。双孔水力裂缝的扩展具有明显的序贯性,主裂缝的应力排斥作用使次裂缝向相反方向扩展。
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Visualization of the dynamic propagation of two simultaneously-stimulated hydraulic fractures: Competition and interaction
Deepening the understanding of the dynamic propagation and interaction of multiple hydraulic fractures is the key to the optimization of hydraulic fracturing design. By conducting two-hole hydraulic fracturing experiments on transparent polymethyl methacrylate (PMMA) samples, we visualize the dynamic propagation of fractures stimulated from two holes in three dimensions with the aid of high-speed cameras and image reconstruction methods. The characteristics of hydraulic fracture growth were discussed in conjunction with extended finite element method (XFEM) simulation and theoretical analysis. The competition between the boundary stress and the internal stress from the holes controls the growth mode of the fractures. The reduction of boundary stress difference intensifies the stress concentration between holes, resulting in the transformation of planar fractures formed from a single hole into spiral fractures connecting two holes. The propagation of double-hole spiral fractures can be divided into hole connection, deflection and rapid propagation stages. The fractures first connect the two holes dominated by the stress concentration, and then reoriente to the σH direction under the control of the boundary stress. The propagation of single-hole planar fractures can be divided into upward propagation, bilateral synchronization and downward propagation stages. The fracture propagating in the σH direction first appears on the single-hole side under the control of boundary stresses, and then deflects towards the adjacent hole influenced by the attraction stresses from adjacent holes. The propagation of two-hole hydraulic fractures has obvious sequence, and the stress repulsion of the primary fracture makes the secondary fracture propagate in opposite direction.
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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.
期刊最新文献
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