孔力学
地质学
诱发地震
孔隙水压力
地质力学
打滑(空气动力学)
磁导率
机械
岩土工程
剪切(地质)
比奥数
断层(地质)
压力(语言学)
联轴节(管道)
地震学
剪应力
成核
变形(气象学)
不稳定性
衰减
平面的
有效应力
应变率
流体压力
地震灾害
压缩(物理)
作者
Jiahao Li,Aiyu Zhu,Yonghua LI,Guanglei Cui,Changsheng Jiang
摘要
SUMMARY Fluid injection into the subsurface can trigger moderate-magnitude earthquakes days to months after shut-in, complicating hazard assessment. To investigate the governing mechanics, we implemented a fully coupled hydromechanical model that couples Darcy flow, poro-viscoelastic deformation and rate-and-state fault friction on a planar fault, allowing two-way feedbacks between pore pressure, volumetric strain and fault slip and the simulation of both aseismic and seismic transients. Compared with decoupled or one-way approaches, the fully coupled formulation generally yields longer post-injection delays, owing to poroelastic stress contributions and a more realistic evolution of volumetric strain. After shut-in, a slow poroelastic redistribution of volumetric compression broadens and migrates along the fault, constructively overlapping regions of elevated shear stress and reduced effective normal stress. This causes the nucleation of a delayed rupture away from the well, indicating that the point of peak instantaneous pressure does not necessarily coincide with the location of maximum coseismic slip. By scanning permeability and injection rate we construct an empirical injection-rate (IR)–permeability (k) phase diagram that delineates regimes of immediate, delayed and no induced seismicity; this diagram is offered as a conceptual, physics-informed screening tool that requires site-specific calibration. Our results indicate that two-way hydromechanical coupling and fault slip evolution should be considered when assessing post-injection seismic hazard and in the design of spatially distributed monitoring.
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