首页> 外文期刊>Bulletin of the Seismological Society of America >Application of nonstationary ray decomposition to identifying deep seismic bedrock of the Kanto sedimentary basin, Japan
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Application of nonstationary ray decomposition to identifying deep seismic bedrock of the Kanto sedimentary basin, Japan

机译:非平稳射线分解在日本关东沉积盆地深层地震基岩识别中的应用

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This study identifies the deep seismic bedrock in the Kanto sedimentary basin of Japan based on the nonstationary ray decomposition method. The reflections of SH waves can be observed from the local maxima of instantaneous power at the intersections of the upcoming and downgoing rays, namely the major boundaries of a multilayer sedimentary bedrock structure. In particular, the depth of the seismic bedrock can be clearly identified because the greatest instantaneous power appears at the top of the seismic bedrock, where the impedance contrast is the highest. Strongmotion data recorded at 12 KiK-net observatory stations in the Kanto area are used to identify the depth of the seismic bedrock. The velocity structures of these 12 sites have previously been investigated by the vertical seismic profiling (VSP) method up to the depth where the observation well could penetrate. The VSP method revealed the velocity structures up to the seismic bedrock at three sites, while for the remaining sites the seismic bedrock was not reachable. The method presented in this paper performs well on identifying deep subsurface structure and gives travel times of the SH wave to the seismic bedrock at the 12 sites, even at sites with extremely deep seismic bedrock, where the VSP method could not reach. Furthermore, assuming that the shear-wave velocity is constant from the bottom of the observation well to the top of the seismic bedrock, the depths of the seismic bedrock at the nine stations are obtained.
机译:本研究利用非平稳射线分解方法确定了日本关东沉积盆地的深层地震基岩。 SH波的反射可以从即将到来的射线相交处的瞬时功率局部最大值观察到,即多层沉积基岩结构的主要边界。特别是,由于最大瞬时功率出现在阻抗对比最高的地震基岩顶部,因此可以清楚地识别出地震基岩的深度。关东地区的12个KiK-net天文台站记录的强运动数据用于识别地震基岩的深度。先前已经通过垂直地震剖面法(VSP)对这12个站点的速度结构进行了研究,直到观测井可以穿透的深度为止。 VSP方法揭示了三个地点直至地震基岩的速度结构,而其余地点则无法到达地震基岩。本文提出的方法在识别深层地下结构方面表现良好,并给出了SH波到12个地点的地震基岩的传播时间,即使在VSP方法无法达到的极深地震基岩的地点也是如此。此外,假设从观察井的底部到地震基岩的顶部的剪切波速度是恒定的,则可以获得九个站的地震基岩的深度。

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