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Real-time seepage and instability of fractured granite subjected to hydro-shearing under different critical slip states
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作者 Peng Zhao Zijun Feng +3 位作者 Hanmo Nan Peihua Jin Chunsheng Deng Yubin Li 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第4期2396-2415,共20页
In this study,a high-confining pressure and real-time large-displacement shearing-flow setup was developed.The test setup can be used to analyze the injection pressure conditions that increase the hydro-shearing perme... In this study,a high-confining pressure and real-time large-displacement shearing-flow setup was developed.The test setup can be used to analyze the injection pressure conditions that increase the hydro-shearing permeability and injection-induced seismicity during hot dry rock geothermal extraction.For optimizing injection strategies and improving engineering safety,real-time permeability,deformation,and energy release characteristics of fractured granite samples driven by injected water pressure under different critical sliding conditions were evaluated.The results indicated that:(1)A low injection water pressure induced intermittent small-deformation stick-slip behavior in fractures,and a high injection pressure primarily caused continuous high-speed large-deformation sliding in fractures.The optimal injection water pressure range was defined for enhancing hydraulic shear permeability and preventing large injection-induced earthquakes.(2)Under the same experimental conditions,fracture sliding was deemed as the major factor that enhanced the hydraulic shear-permeability enhancement and the maximum permeability increased by 36.54 and 41.59 times,respectively,in above two slip modes.(3)Based on the real-time transient evolution of water pressure during fracture sliding,the variation coefficients of slip rate,permeability,and water pressure were fitted,and the results were different from those measured under quasi-static conditions.(4)The maximum and minimum shear strength criteria for injection-induced fracture sliding were also determined(μ=0.6665 andμ=0.1645,respectively,μis friction coefficient).Using the 3D(three-dimensional)fracture surface scanning technology,the weakening effect of injection pressure on fracture surface damage characteristics was determined,which provided evidence for the geological markers of fault sliding mode and sliding nature transitions under the fluid influence. 展开更多
关键词 hydro-shearing Reservoir modification Injection-induced seismicity Real-time shear-flowing Frictional noise
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Hydro-shearing and traffic light protocols in mitigating seismic risks:A fully-coupled poroelastic boundary integral modeling approach
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作者 Mohammad Sabah Hannes Hofmann +2 位作者 Ali Yaghoubi Yaser Arjmand Maurice B.Dusseault 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第9期5660-5682,共23页
In low-permeability geothermal reservoirs,hydro-shearing of pre-existing natural fractures plays a crucial role in improving connectivity between injection and production wells,thereby enhancing heat extraction effici... In low-permeability geothermal reservoirs,hydro-shearing of pre-existing natural fractures plays a crucial role in improving connectivity between injection and production wells,thereby enhancing heat extraction efficiency.This process increases fracture conductivity through dilation caused by injectioninduced slip;however,it also carries the risk of inducing seismic events,posing significant challenges for geothermal operations.This study employs a coupled hydro-mechanical numerical model based on the boundary element method to simulate hydro-shearing under two distinct fluid injection scenarios:(1)monotonic injection and(2)cyclic injection regulated by a traffic light system(TLS).The model assesses the effectiveness of these injection regimes in enhancing fracture conductivity while mitigating seismic hazards.Results indicate that monotonic injection frequently triggers a cascade of seismic events,disrupting pressure and stress distributions on nearby faults and resulting in complex seismic and aseismic interactions.In contrast,TLS-regulated cyclic injection,when carefully managed,promotes stable slip behavior and improves fracture conductivity.This approach proves particularly effective over extended durations during the simultaneous stimulation of two parallel faults.However,in multi-stage stimulation scenariosdwhere natural fractures are stimulated sequentiallydTLS-based cyclic injection,while more efficient at enhancing conductivity,may increase seismicity risk with prolonged application,thereby limiting its safe operational window. 展开更多
关键词 hydro-shearing Boundary element method Traffic light system(TLS) Fracture conducticity Seismicity risk
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