首页> 外文期刊>Journal of geophysical research. Solid earth: JGR >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 over ~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 γ i + α i f 1(t), where γ i and α 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/τ), where τ = 38.7 ± 15.2 days and 25.6 ± 7.7 days for the Landers and Hector Mine relaxations, respectively. Because the estimated values of τ do not differ significantly, the transient term log e (1 + t/τ) in the temporal function may be the same for both earthquakes. The asymptotic (t → ∞) relaxation rates α i b 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/τ) with τ = 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地震后的约6年中,在相同的10个纪念碑上都监测到了地震后的张弛度(测得的地震后变形减去以地震前的速度会发生的变形)。对于这两种地震,如果1(t),则观测到的弛豫的位移分量用γi +α很好地描述,其中γi和αi是每个纪念碑上每个分量所特有的常数,t是地震发生后的时间,f 1(t)是该地震的所有组成部分和所有纪念碑所共有的时间函数。时间函数f 1(t)可以用bt + c log e(1 + t /τ)来近似,其中Landers和Hector矿山弛豫的τ分别为38.7±15.2天和25.6±7.7天。由于τ的估计值没有显着差异,因此对于两个地震,时间函数中的瞬变项log e(1 + t /τ)可能相同。渐近(t→∞)松弛率αi b仅为几mm / a,在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,但地震前的变形率没有直接测量。因此,在Landers地震后的前5.6年和Hector矿山地震后的前6.4年中测得的Landers阵列变形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,即log e(1 + t /τ),τ= 28±5天,纪念碑的渐进后震速度每年最多仅比震前速度高出几毫米。

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