首页> 外文期刊>Journal of Geophysical Research. Biogeosciences >Postseismic relaxation following the 1992 M7.3 Landers and 1999 M7.1 Hector Mine earthquakes, southern California
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Postseismic relaxation following the 1992 M7.3 Landers and 1999 M7.1 Hector Mine earthquakes, southern California

机译:在加利福尼亚州南部发生1992年M7.3登陆器和1999年M7.1赫克托矿山地震后的地震后松弛

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Postseismic relaxation (measured postseismic deformation less the deformation that would have occurred at the preseismic rate) has been monitored at the same 10 monuments overi<6 years following both the 1992 Landers and the 1999 Hector Mine earthquakes. For both earthquakes the displacement components of the observed relaxation are well described by iA_i + iA_if_1 (t), where iA_i and (iA_i are constants peculiar to each component at each monument, t is the time after the earthquake, and f_1(t) is a temporal function common to all components and all monuments for that earthquake. The temporal function f_1(t) can be approximated by bt + c log_e(1 + t/iO), where T = 38.7 ± 15.2 days and 25.6 ± 7.7 days for the Landers and Hector Mine relaxations, respectively. Because the estimated values of T do not differ significantly, the transient term loge(1 + t/iO) in the temporal function may be the same for both earthquakes. The asymptotic (t iUip) relaxation rates |A_ib are only a few mm/a and do not appear to be significantly different following the two earthquakes. The asymptotic deformation rates appear to be slightly greater than the preseismic deformation rates, but the preseismic rates were not measured directly. Thus, the deformations of the Landers array measured over the first 5.6 years following the Landers earthquake and over the first 6.4 years following the Hector Mine earthquake are generally consistent with a simple model in which the transient postearthquake relaxation depends upon time as log_e(1 + t/iO) with T = 28 ± 5 days and the asymptotic postseismic speeds of the monuments exceed the preseismic speeds by at most only a few millimeters per annum.
机译:在1992年的Landers地震和1999年的Hector Mine地震发生后的6年中,都对同样的10座古迹进行了地震后弛豫(测得的地震后变形减去以地震前速度发生的变形)的监测。对于这两次地震,观测到的弛豫的位移分量都可以用iA_i + iA_if_1(t)很好地描述,其中iA_i和(iA_i是每个纪念碑上每个分量所特有的常数,t是地震后的时间,f_1(t)是时间函数f_1(t)可以通过bt + c log_e(1 + t / iO)近似得出,其中T = 38.7±15.2天,25.6±7.7天由于T的估计值没有显着差异,因此在时间函数中的瞬变项loge(1 + t / iO)对于两种地震可能是相同的。 | A_ib比率仅几毫米/年,两次地震后似乎没有显着差异,渐近变形率似乎略大于地震前的变形率,但地震前的比率没有直接测量。变形Landers阵列在Landers地震后的前5.6年和Hector矿山地震后的前6.4年进行测量,通常与简单模型一致,在该模型中,瞬态地震后松弛取决于时间,log_e(1 + t / iO)为T = 28±5天,纪念碑的渐近后地震速度每年最多仅超过几毫米。

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