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Calculation of aftershock accumulation from observed postseismic deformation: M6 2004 Parkfield, California, earthquake

机译:根据观察到的地震后变形计算余震累积:2004年M6,加利福尼亚帕克菲尔德,地震

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摘要

The postseismic stress accumulation (t) over the interval 0.004 to 880 days following the 2004 Parkfield earthquake (M6) can be inferred from GPS measurements of postseismic deformation. The stress relaxation (t)- _lt, where _l is the interseismic loading rate and t is the time after the earthquake, plotted as a function of the number of M > 1.5 aftershocks N_a(t) that have occurred by time t is bilinear with the slope of the fit to the first half of the aftershock sequence less than the slope of the fit to the second half. Thus, the aftershock seismicity rate is not proportional to the stress relaxation rate (t)-_l over the entire sequence, but rather exhibits two distinct proportionalities. The observed postearthquake accumulation of M > 1.5 earthquakes in the aftershock zone as a function of time can be explained with the rate-and-state friction relation proposed by Dieterich (1994) between the cumulative number of earthquakes and (t).
机译:从2004年帕克菲尔德地震(M6)之后的0.004至880天间隔内的地震后应力累积(t)可以从地震后变形的GPS测量中推断出来。应力松弛(t)-_lt,其中_l是地震间的加载速率,t是地震发生后的时间,与时间t之前发生的M> 1.5余震N_a(t)的数量成函数关系,与余震序列前半部分的拟合斜率小于余震序列后半部分的拟合斜率。因此,余震地震活动率在整个序列中与应力松弛率(t)-1不成正比,而是表现出两个截然不同的比例。用迪特里里希(Dieterich,1994)提出的地震累积次数与(t)之间的速率和状态摩擦关系可以解释在余震区M> 1.5地震中观察到的震后积累与时间的函数关系。

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