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首页> 外文期刊>Bulletin of the Seismological Society of America >Spatial Variations in Fault-Zone Structure along the Nojima Fault,Central Japan, as Inferred from Borehole Observations of Fault-Zone Trapped Waves
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Spatial Variations in Fault-Zone Structure along the Nojima Fault,Central Japan, as Inferred from Borehole Observations of Fault-Zone Trapped Waves

机译:从日本中部野岛断裂沿断裂带结构的空间变化,从断裂带截留波的钻孔观测结果推断

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We investigated the fault-zone structures (fault-zone width, shear-ave velocity, and Qs) of the Nojima fault, Japan, using the Love-wave-type fault-zone trapped waves (LTWs) recorded at two borehole stations—TOS2 and HRB—located along the fault. TOS2 (depth: 1673 m) is located at an end of the fault, while HRB (depth: 600 or 720 m) is located in the middle section of the fault where the greatest surface displacement of 2 m was recorded during the 1995 Kobe earthquake. The distance between the two stations is about 4 km. We found 22 records that exhibit typical LTW. We assumed the fault-zone structure to be a 2D uniform low-velocity wave guide and estimated the averaged fault-zone structure from the hypocenter to receiver by modeling the LTWs. Because we can infer the low-velocity fault zone to a depth of 8 km by observing the duration of LTWs, we obtain the average faultzone structure from the borehole stations to a depth of approximately 8 km. The width, shear-wave velocity, and Qs of the fault zone beneath HRB are 100 m, 2:9 km=sec, and 60, respectively. On the other hand, the average width of the fault zone beneath TOS2 is 220 m, which is larger than that beneath HRB. We also conducted 3D finitedifference modeling of LTWs to confirm the spatial variations in the fault-zone structure to a depth of 8 km. The numerical simulation suggests that the Nojima fault has uniform elastic and attenuation properties along the fault zone to a depth of 8 km, while the width of the fault zone increases with the distance from the HRB to the south.
机译:我们使用记录在两个钻孔站TOS2上的洛夫波型断层带陷波(LTWs),研究了日本野岛断层的断层带结构(断层带宽度,剪切波速度和Qs)。和HRB-沿断层定位。 TOS2(深度:1673 m)位于断层的末端,而HRB(深度:600或720 m)位于断层的中部,在1995年神户地震中记录到最大表面位移为2 m 。两个站之间的距离约为4公里。我们发现22条记录显示了典型的LTW。我们假设断层带结构是二维均匀的低速波导,并通过对LTW进行建模来估计从震源到接收器的平均断层带结构。因为我们可以通过观察LTW的持续时间推断出低速断层带的深度为8 km,所以我们得到了从钻孔站到大约8 km深度的平均断层带结构。 HRB下方的断层带的宽度,剪切波速度和Qs分别为100 m,2:9 km = sec和60。另一方面,TOS2下方断层带的平均宽度为220 m,大于HRB下方的断层带的平均宽度。我们还对LTW进行了3D有限差分建模,以确认断层带结构在8 km深度处的空间变化。数值模拟结果表明,野岛断裂沿断层带具有均匀的弹性和衰减特性,深度达8 km,而断层带的宽度随从HRB到南部的距离而增加。

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