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Temporal changes of subsurface velocities during strong shaking as seen from seismic interferometry

机译:从地震干涉法看强震动期间地下速度的时间变化

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摘要

We apply a deconvolution method to a strong motion data set recorded at the surface and in boreholes in northeast Honshu, Japan. We try to characterize the nonlinear effects of the subsurface soil during strong shaking and show the change of the subsurface velocity structure during the shaking. The deconvolved waveforms reflect the subsurface velocity structure, and their horizontal and vertical components correspond to S and P wave, respectively, traveling from the borehole to the ground surface. The strong motion records with smaller values of peak acceleration do not include significant nonlinear effects, so the deconvolved waveforms of the observed accelerations can be well simulated by the program SHAKE91. For high acceleration motions during the shaking of two separate earthquakes, large reductions of near-surface velocities are seen. In results for the 2008 Iwate-Miyagi Nairiku earthquake, the large high-frequency ground motions over 4g at one near-source station caused a nonlinear response of the soil, and the reduction of the average shear wave velocity reached 24%. This corresponds to a stiffness change of over 75%. The soil properties and the stiffness coefficient which changed during the shaking did not fully recover after the shaking, leaving a static change.
机译:我们将反卷积方法应用于日本本州东北部地表和井眼中记录的强运动数据集。我们试图刻画强震动过程中地下土壤的非线性效应,并说明震动过程中地下速度结构的变化。解卷积的波形反映了地下速度结构,其水平分量和垂直分量分别对应于从钻孔传播到地表的S波和P波。峰值加速度值较小的强运动记录不包含明显的非线性影响,因此可以通过SHAKE91程序很好地模拟观察到的加速度的解卷积波形。对于在两个独立地震的摇动过程中的高加速度运动,可以看到近地表速度大大降低。在2008年岩手-宫城县Nairiku地震的结果中,一个近源站的4g以上的大型高频地震动引起了土壤的非线性响应,平均剪切波速度的降低达到24%。这对应于超过75%的刚度变化。振动过程中改变的土壤性质和刚度系数在振动后没有完全恢复,而是产生了静态变化。

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