An experimental insight into water-driven fracture of granite under coupled stress–temperature conditions

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Taiwen Li , Lankai Liu , Rong Wang , Juhui Zhu , Zidong Fan , Xiaofang Nie , Li Ren , Qin Zhou
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引用次数: 0

Abstract

Rock fracture toughness testing under coupled stress-temperature conditions remains unaddressed by the ISRM-suggested methods, limiting understanding of water-injection-driven rock fractures in deep horizons. To bridge this gap, hydraulic fracturing experiments on Jining granite employed hollow double-wing crack specimens under coupled stress-temperature conditions mimicking burial depths (2200–4500 m) were performed. Key findings reveal: (1) Confining pressure densifies the granite microstructure, promoting transgranular failure and enhancing fracture toughness; (2) Heated water, rather than elevated temperature alone, drastically reduces fracture toughness via thermochemical reactions—grain boundary weakening and mineral alteration—with these effects intensifying with increasing depth; (3) Competition between geostress strengthening and water-induced degradation creates a counterintuitive depth-dependence, i.e., fracture toughness peaks near 3000 m; (4) Despite the increasing degradation from water–rock interactions at greater depths, geostress-induced strengthening remains dominant across studied depths, resulting in fracture toughness under conditions mimicking deep horizons still exceeding that under ambient conditions simulating the Earth's surface. These findings advance the understanding of coupled stress–temperature–fluid effects on fracture toughness and provide practical guidance for hydraulic-fracturing design in deep geothermal reservoirs.
应力-温度耦合条件下花岗岩水致破裂的实验研究
在应力-温度耦合条件下的岩石断裂韧性测试仍然没有得到isrm建议的方法的解决,这限制了对深部地层注水驱动岩石裂缝的理解。为了弥补这一空白,在模拟埋藏深度(2200-4500 m)的应力-温度耦合条件下,对济宁花岗岩进行了空心双翼裂缝水力压裂试验。主要研究结果表明:(1)围压使花岗岩显微组织致密化,促进穿晶破坏,增强断裂韧性;(2)加热水,而不是单纯的温度升高,通过热化学反应(晶界减弱和矿物蚀变)显著降低断裂韧性,并且随着深度的增加,这些影响加剧;(3)地应力增强和水致退化之间的竞争产生了一种反直觉的深度依赖关系,即断裂韧性在3000 m附近达到峰值;(4)尽管水-岩相互作用在更深的深度上的退化越来越严重,但在研究的深度上,地应力诱发的强化仍然占主导地位,导致在模拟深地平线条件下的断裂韧性仍然超过模拟地球表面环境条件下的断裂韧性。这些研究结果促进了对应力-温度-流体耦合效应对裂缝韧性的认识,为深部地热储层水力压裂设计提供了实践指导。
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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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