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流体驱动的具有渗透率增强和扩容现象的无震断层滑动。

Fluid-driven aseismic fault slip with permeability enhancement and dilatancy.

作者信息

Dunham Eric M

机构信息

Department of Geophysics, Stanford University, Stanford, CA, USA.

Institute for Computational and Mathematical Engineering, Stanford University, Stanford, CA, USA.

出版信息

Philos Trans A Math Phys Eng Sci. 2024 Aug 9;382(2276):20230255. doi: 10.1098/rsta.2023.0255. Epub 2024 Jul 1.

DOI:10.1098/rsta.2023.0255
PMID:38945161
Abstract

Injection-induced seismicity and aseismic slip often involve the reactivation of long-dormant faults, which may have extremely low permeability prior to slip. In contrast, most previous models of fluid-driven aseismic slip have assumed linear pressure diffusion in a fault zone of constant permeability and porosity. Slip occurs within a frictional shear crack whose edge can either lag or lead pressure diffusion, depending on the dimensionless stress-injection parameter that quantifies the prestress and injection conditions. Here, we extend this foundational work by accounting for permeability enhancement and dilatancy, assumed to occur instantaneously upon the onset of slip. The fault zone ahead of the crack is assumed to be impermeable, so fluid flow and pressure diffusion are confined to the interior, slipped part of the crack. The confinement of flow increases the pressurization rate and reduction of fault strength, facilitating crack growth even for severely understressed faults. Suctions from dilatancy slow crack growth, preventing propagation beyond the hydraulic diffusion length. Our new two-dimensional and three-dimensional solutions can facilitate the interpretation of induced seismicity data sets. They are especially relevant for faults in initially low permeability formations, such as shale layers serving as caprock seals for geologic carbon storage, or for hydraulic stimulation of geothermal reservoirs.This article is part of the theme issue 'Induced seismicity in coupled subsurface systems'.

摘要

注入诱发地震活动和无震滑动通常涉及长期休眠断层的重新激活,这些断层在滑动之前可能具有极低的渗透率。相比之下,大多数先前的流体驱动无震滑动模型都假设在渗透率和孔隙率恒定的断层带中压力呈线性扩散。滑动发生在摩擦剪切裂缝内,其边缘可能滞后或超前于压力扩散,这取决于量化预应力和注入条件的无量纲应力注入参数。在此,我们通过考虑渗透率增强和扩容来扩展这项基础工作,假设它们在滑动开始时瞬间发生。裂缝前方的断层带被假定为不透水的,因此流体流动和压力扩散被限制在裂缝内部已滑动的部分。流动的限制增加了增压速率并降低了断层强度,即使对于应力严重不足的断层也有利于裂缝扩展。扩容产生的吸力减缓了裂缝扩展,防止其扩展超过水力扩散长度。我们新的二维和三维解决方案有助于解释诱发地震活动数据集。它们对于初始渗透率较低地层中的断层尤为重要,例如作为地质碳封存盖层的页岩层,或地热储层的水力压裂。本文是主题为“地下耦合系统中的诱发地震活动”的一部分。

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引用本文的文献

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On the Influence of a Dilatant Asperity Patch on the Seismic Moment.关于剪胀性粗糙面斑块对地震矩的影响
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2
Maximum size and magnitude of injection-induced slow slip events.注入诱发慢滑移事件的最大规模和震级。
Sci Adv. 2025 May 9;11(19):eadq0662. doi: 10.1126/sciadv.adq0662. Epub 2025 May 7.
3
Induced seismicity in coupled subsurface systems.耦合地下系统中的诱发地震活动。
Philos Trans A Math Phys Eng Sci. 2024 Aug 9;382(2276):20230193. doi: 10.1098/rsta.2023.0193. Epub 2024 Jul 1.