Poroelastic effects on rupture propagation across fault stepovers

IF 4.8 1区 地球科学 Q1 GEOCHEMISTRY & GEOPHYSICS
Luyuan Huang , Elías Rafn Heimisson , Luca Dal Zilio
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Abstract

The role of poroelasticity in influencing the frequency of ruptures jumping through strike-slip stepovers remains unclear. To understand how poroelastic effects govern long-term rupture behavior in strike-slip fault systems with stepovers, we conduct earthquake sequence simulations incorporating undrained pore pressure responses across the full spectrum of Skempton's coefficient. Our findings reveal that Skempton's coefficient significantly affects the effective normal stress, which can either cause fault clamping or unclamping, and ultimately influences rupture propagation across fault stepovers. The likelihood of rupture jumping is predominantly determined by Skempton's coefficient and the width of the stepover, with Skempton's coefficient showing an approximately linear relationship to the critical jumpable step size. Specifically, a higher Skempton's coefficient facilitates rupture jumping across fault segments, even over larger stepover distances. Analytical solutions involving dislocation and Skempton's coefficient provide practical methods for evaluating pore pressure changes and associated seismic hazards near fault stepovers. Our statistical analysis identifies a critical jumpable width of 4.4–5.1 km due to static stress transfer, assuming a typical range of Skempton's coefficient for compressional stepovers, beyond which ruptures are unlikely to propagate. This study underscores the potential of using physics-based earthquake sequence models to reflect statistical fault rupture behaviors. Given that multi-segment earthquake ruptures present challenges in assessing maximum rupture lengths, our findings offer crucial insights into the role of poroelastic effects and the conditions that facilitate or limit rupture propagation across fault stepovers.
断层阶跃对断裂传播的挤弹性效应
目前还不清楚孔弹性在影响通过走向滑动台阶的断裂频率方面所起的作用。为了了解孔弹性效应是如何影响具有台阶的走向滑动断层系统的长期破裂行为的,我们进行了地震序列模拟,其中包含了整个斯肯普顿系数频谱的排水孔隙压力响应。我们的研究结果表明,Skempton 系数会显著影响有效法向应力,从而导致断层夹紧或松开,并最终影响跨断层台阶的破裂传播。断裂跳跃的可能性主要由斯肯普顿系数和台阶宽度决定,斯肯普顿系数与临界可跳跃台阶大小呈近似线性关系。具体来说,Skempton 系数越高,越有利于跨断层段的断裂跳跃,即使跨步距离较大也是如此。涉及位错和斯肯普顿系数的分析解决方案为评估断层台阶附近的孔隙压力变化和相关地震危险提供了实用方法。我们的统计分析表明,假设斯肯普顿系数在典型的压缩性跨步范围内,由于静态应力传递,临界可跳跃宽度为 4.4-5.1 千米,超过这一宽度,断裂不太可能扩展。这项研究强调了使用基于物理学的地震序列模型来反映统计断层破裂行为的潜力。鉴于多区段地震破裂给评估最大破裂长度带来了挑战,我们的研究结果为了解孔弹性效应的作用以及促进或限制跨越断层台阶的破裂传播的条件提供了重要见解。
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来源期刊
Earth and Planetary Science Letters
Earth and Planetary Science Letters 地学-地球化学与地球物理
CiteScore
10.30
自引率
5.70%
发文量
475
审稿时长
2.8 months
期刊介绍: Earth and Planetary Science Letters (EPSL) is a leading journal for researchers across the entire Earth and planetary sciences community. It publishes concise, exciting, high-impact articles ("Letters") of broad interest. Its focus is on physical and chemical processes, the evolution and general properties of the Earth and planets - from their deep interiors to their atmospheres. EPSL also includes a Frontiers section, featuring invited high-profile synthesis articles by leading experts on timely topics to bring cutting-edge research to the wider community.
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