Normal Fault Reactivation Induced by Hydraulic Fracturing: Poroelastic Effects

Mahdi Haddad, P. Eichhubl
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Abstract

Numerous surface-felt earthquakes have been spatiotemporally correlated with hydraulic fracturing operations. Because large deformations occur close to hydraulic fractures (HFs), any associated fault reactivation and resulting seismicity must be evaluated within the length scale of the fracture stages and based on precise fault location relative to the simulated rock volumes. To evaluate changes in Coulomb failure stress (CFS) with injection, we conducted fully coupled poroelastic finite-element simulations using a pore-pressure cohesive zone model for the fracture and fault core in combination with a fault-fracture intersection model. The simulations quantify the dependence of CFS and fault reactivation potential on host-rock and fault properties, spacing between fault and HF, and fracturing sequence. We find that fracturing in an anisotropic in-situ stress state does not lead to fault tensile opening but rather dominant shear reactivation through a poroelastic stress disturbance over the fault core ahead of the compressed central stabilized zone. In our simulations, poroelastic stress changes significantly affect fault reactivation in all simulated scenarios of fracturing 50-200 m away from an optimally oriented normal fault. Asymmetric HF growth due to the stress-shadowing effect of adjacent HFs leads to 1.) a larger reactivated fault zone following simultaneous and sequential fracturing of multiple clusters compared to single-cluster fracturing; and 2.) larger unstable area (CFSgt;0.1) over the fault core or higher potential of fault slip following sequential fracturing compared to simultaneous fracturing. The fault reactivation area is further increased for a fault with lower conductivity and with a higher opening-mode fracture toughness of the overlying layer. To reduce the risk of fault reactivation by hydraulic fracturing under reservoir characteristics of the Barnett Shale, the Fort Worth Basin, it is recommended to 1.) conduct simultaneous fracturing instead of sequential; and 2.) to maintain a minimum distance of ~ 200 m for HF operations from known faults.
水力压裂引发的正常断层再活化:挤塑效应
许多地表感觉地震与水力压裂作业在时空上有关联。由于大变形发生在水力压裂(HFs)附近,因此必须在压裂阶段的长度范围内,根据断层相对于模拟岩体的精确位置,评估任何相关的断层再活化和由此产生的地震。为了评估注入时库仑破坏应力(CFS)的变化,我们使用破裂和断层核心的孔隙压力内聚区模型,结合断层-破裂交叉模型,进行了完全耦合的孔弹性有限元模拟。模拟量化了CFS和断层再活化潜力对主岩和断层性质、断层和高频间距以及压裂顺序的依赖性。我们发现,在各向异性的原位应力状态下,断裂不会导致断层拉伸开裂,而是通过压缩中央稳定区前方断层核心的孔弹性应力扰动,导致主要的剪切再活化。在我们的模拟中,在距离最佳走向的正断层 50-200 米处进行压裂的所有模拟情况下,孔弹性应力变化都会显著影响断层的重新激活。相邻高频的应力阴影效应导致高频不对称增长,从而导致:1)与单簇压裂相比,多簇同时和连续压裂后重新激活的断层带更大;2)与同时压裂相比,连续压裂后断层核心的不稳定区域(CFSgt;0.1)更大或断层滑移的可能性更高。如果断层的电导率较低,上覆地层的开裂模式断裂韧性较高,则断层再活化面积会进一步增大。在沃思堡盆地巴尼特页岩的储层特征下,为降低水力压裂造成断层再活化的风险,建议:1)进行同步压裂,而不是顺序压裂;2)高频作业与已知断层保持至少 200 米的距离。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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