Statistical distribution of static stress resolved onto geometrically-rough faults

Jeremy Maurer
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Abstract

The in-situ stress state within fault zones is technically challenging to characterize, requiring the use of indirect methods to estimate. Most work to date has focused on understanding average properties of resolved stress on faults, but fault non-planarity should induce spatial variations in resolved static stress on a single fault. Assuming a particular stochastic model for fault geometry (band-limited fractal) gives an approximate analytic solution for the probability density function (PDF) on fault stress that depends on the mean fault orientation, mean stress ratio, and roughness level. The mean stress is shown to be equal to the planar fault value, while deviations are described by substituting a second-order polynomial expansion of the stress ratio into the inverse distribution on fault slope. The result is an analytical expression for the PDF of shear-to-normal stress ratio on 2-D rough faults in a uniform background stress field. Two end-member distributions exist, one approximately Gaussian when all points on the fault are well away from failure, and one reverse exponential, which occurs when the mean stress ratio approaches the peak. For the range of roughness values expected to apply to crustal faults, stress deviations due to geometry can reach nearly 100% of the background stress level. Consideration of such a distribution of stress on faults suggests that geometric roughness and the resulting stress deviations may play a key role in controlling earthquake behavior.
几何粗糙断层上的静应力统计分布
要描述断层带内的原位应力状态,在技术上具有挑战性,需要使用间接方法进行估算。迄今为止,大多数工作都侧重于了解断层上分辨应力的平均特性,但断层的非平面性应引起单个断层上分辨静应力的空间变化。假定断层几何形状(带限分形)具有特定的随机模型,就可以得到断层应力概率密度函数(PDF)的近似解析解,该解析解取决于平均断层走向、平均应力比和粗糙度水平。平均应力等于平面断层值,而偏差则通过将应力比的二阶多项式展开代入断层坡度的逆分布来描述。结果是在均匀背景应力场中二维粗糙断层上剪应力与法向应力比的 PDF 分析表达式。存在两种末端分布,一种是当断层上的所有点都远离破坏时的近似高斯分布,另一种是当平均应力比接近峰值时的反向指数分布。对于预计适用于地壳断层的粗糙度值范围,几何形状导致的应力偏差几乎可以达到背景应力水平的 100%。考虑到断层上的这种应力分布,几何粗糙度和由此产生的应力偏差可能在控制地震行为方面起着关键作用。
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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