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Onto what planes should Coulomb stress perturbations be resolved?

机译:库仑应力扰动应在哪些平面上解决?

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Coulomb stress maps are produced by computing the tensorial stress perturbation due to an earthquake rupture and resolving this tensor onto planes of a particular orientation. It is often assumed that aftershock fault planes are “optimally oriented”; in other words, the regional stress and coseismic stress change are used to compute the orientation of planes most likely to fail and the coseismic stress is resolved onto these orientations. This practice assumes that faults capable of sustaining aftershocks exist at all orientations, an assumption contradicted by the observation that aftershock focal mechanisms have strong preferred orientations consistent with mapped structural trends. Here we systematically investigate the best planes onto which stress should be resolved for the Landers, Hector Mine, Loma Prieta, and Northridge earthquakes by quantitatively comparing observed aftershock distributions with stress maps based on optimally oriented planes (two- and three-dimensional), main shock orientation, and regional structural trend. We find that the best model differs between different tectonic regions but that in all cases, models that incorporate the regional stress field tend to produce stress maps that best fit the observed aftershock distributions, although not all such models do so equally well. Our results suggest that when the regional stress field is poorly defined, or in structurally complex areas, the best model may be to fix the strike of the planes upon which the stress is to be resolved to that of the main shock but allow the dip and rake to vary.
机译:库仑应力图是通过计算地震破裂引起的张应力扰动并将该张量解析到特定方向的平面上而生成的。通常认为余震断层是“最佳定向”的。换句话说,区域应力和同震应力变化用于计算最有可能失效的平面的方向,并且同震应力被分解为这些方向。该实践假定在所有方向上都存在能够维持余震的断层,这一假设与余震震源机制具有与映射的结构趋势一致的强烈的优选方向的观察结果相矛盾。在这里,我们通过对观察到的余震分布与基于最佳定向平面(二维和三维)的应力图进行定量比较,系统地研究了Landers,Hector矿山,Loma Prieta和Northridge地震应在其上解决应力的最佳平面震荡方向和区域结构趋势。我们发现,最佳模型在不同的构造区域之间有所不同,但是在所有情况下,合并了区域应力场的模型都倾向于产生最适合观察到的余震分布的应力图,尽管并非所有此类模型都做得很好。我们的结果表明,当区域应力场定义不明确或在结构复杂的区域中时,最好的模型可能是将要解决应力的平面的冲击固定为主震的冲击,但允许倾角和耙变化。

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