Lankai Liu , Qin Zhou , Taiwen Li , Le He , Juhui Zhu , Zidong Fan , Cunbao Li , Li Ren
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引用次数: 0
Abstract
Hydraulic fracturing experiments were performed on hollow double-wing crack specimens of tight sandstone from the Xujiahe Formation under simulated in-situ confining pressures corresponding to burial depths of 0, 3263, 4078, 4894 and 5710 m (0–140 MPa). The sandstone consistently developed straight main fractures along pre-existing fissures across this entire pressure range, reflecting its homogeneous microstructure and uniform interparticle stress transfer network—behavior that contrasts sharply with the bedding-controlled fracture modes observed in shale. Fracture pressure increased linearly with confining pressure, whereas net pressure rose quadratically, reaching five times atmospheric pressure at 140 MPa and thus explaining the steep rise in energy consumption during deep fracturing. Furthermore, sandstone’s fracture toughness and fracture energy exhibited far greater pressure sensitivity (400 % and 2394 % increases, respectively) compared to shale. Microscopic analysis revealed that elevated confining pressure enhances intergranular contact forces, driving a shift from transgranular to intergranular microcracking that governs the evolution of macroscopic fracture parameters. These results provide essential data and optimization strategies for designing more efficient fracturing treatments in deep tight-sandstone gas reservoirs.
期刊介绍:
EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.