砂岩水平井多孔同步压裂水力裂缝扩展试验研究

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Yulong Jiang , Weiguo Liang , Haojie Lian , Wei He
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引用次数: 0

摘要

多孔同步压裂中水力裂缝扩展对非常规油藏复杂裂缝网络的形成起着至关重要的作用。然而,对于多孔同步压裂的扩展机理,特别是压裂井眼间距和天然裂缝的影响尚不清楚。本研究采用三轴加载系统进行了一系列试验,研究了水力压裂过程中不同井眼间距下多孔水力裂缝扩展过程中的应力阴影效应,以及水力裂缝与天然裂缝之间的相互作用。结果表明:1)裂缝扩展过程中存在明显的应力阴影效应,显著影响裂缝扩展路径、方向和起裂压力;不同压裂井眼间距试样在多孔压裂试验中的水力裂缝扩展存在显著差异,增大压裂井眼间距可有效改变井眼内部裂缝扩展路径,减小应力阴影效应。与单丛压裂相比,多孔压裂中水力裂缝在原有人工裂缝处呈现单翼扩展,而非双翼扩展,水力裂缝网络呈现不对称、椭圆形扩展。(2)应力阴影效应有效地促进了相邻裂缝的沟通,使裂缝网络更加复杂。在应力条件为5/8/12 MPa、试件尺寸为300 × 300 × 50 mm时,当压裂孔间距较小(小于50 mm)时,两侧外部压裂孔产生的水力裂缝垂直于最小水平主应力方向,中间压裂孔产生的水力裂缝平行于最小水平主应力方向。这些水力裂缝扩展并相互连接,形成一个复杂的裂缝网络。(3)在应力阴影的影响下,在单压裂孔中,多条裂缝比水力裂缝更容易穿透人工已存在的裂缝,并能更有效地连接人工已存在的裂缝,从而形成更复杂的裂缝形状。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental study of hydraulic fracture propagation in multi-hole synchronous fracturing in horizontal wells in sandstone
Hydraulic fracture propagation in multi-hole synchronous fracturing plays a critical role in forming complex fracture networks in unconventional reservoirs. However, the propagation mechanism of multi-hole synchronous fracturing is still unclear, especially the effects of the fracturing borehole spacing and natural fracture. In this study, a series of experiments using a triaxial loading system were conducted to investigate the stress shadow effect in multi-hole hydraulic fractures propagation with different borehole spacings and the interaction between hydraulic fractures and natural fractures in specimens during hydraulic fracturing. The results indicated the following: 1) There is an obvious stress shadow effect in multiple fracture propagation, significantly influencing the fracture propagation path, direction and fracture initiation pressure. Hydraulic fracture propagation in multi-hole fracturing tests in specimens with different fracturing borehole spacings is significantly different, and increasing the fracturing borehole spacing can effectively change the fracture propagation path in the interior borehole and reduce the stress shadow effect. Compared to single cluster fracturing, hydraulic fractures in multi-hole fracturing show a single-wing form instead of double-wing propagation at the pre-existing artificial fractures, presenting asymmetrical and elliptical propagation of hydraulic fractures network. (2) The stress shadow effect effectively helps communicate adjacent fractures, resulting in a more complex fractures network. Under the stress conditions of 5/8/12 MPa and specimen size of 300 × 300 × 50 mm, when the fracturing hole spacing is small (less than 50 mm), hydraulic fractures perpendicular to the direction of the minimum horizontal principal stress generate from the external fracturing holes on both sides, and the hydraulic fractures parallel to the direction of the minimum horizontal principal stress generate from the middle fracturing hole. These hydraulic fractures propagate and interconnect, forming a complex fracture network. There is a critical spacing of 50 mm. (3) Under the influence of stress shadow, multiple fractures are more likely to penetrate artificial pre-existing fractures compared to hydraulic fractures in single fracturing hole, and can more effectively connect artificial pre-existing fractures, resulting in more complex fracture shapes.
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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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