福冈中央区天津地区地下s波速度结构

N. Yamada, H. Yamanaka, K. Motoki
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引用次数: 0

摘要

研究了日本福冈中央区天津地区Kego断裂带浅层地下s波速度结构。我们用无线局域网数据记录仪在8个地点用7个传感器组成的小型阵列观察了几分钟的微震动。这些站点位于Yamanaka等人(2005)对2005年福冈县西北部MJ 7.0级地震余震的观测站点的相同位置,并设有K-NET站FKO006。对微震阵列数据进行处理,得到周期为0.04 ~ 0.4 s的瑞利波相速度。然后利用混合反演的方法估计了各测点的三层纵波速度结构,分别为130 ~ 170 m/s、220 ~ 260 m/s和800 m/s。在Kego断裂带西侧,800 m/s的地层顶部深度仅为5 m,而在断裂带东侧,深度为25 ~ 40 m。v为800 m/s的地层坡度较大,断层处的厚度差约为20 m。这些一维速度结构模型显示出周期范围大于0.2 s的优势峰的放大特征。然而,剖面的AVS30s分布与PGA和PGV比值及烈度差没有相关性。这表明仅通过一维结构模型理解的局限性,需要考虑二维或三维地下结构。FKO006在08点的剖面与之前的研究不同,在我们的模型中,FKO006的工程基岩顶部深度更深。这些结果必须包含在解释2005年福冈中部地区在短周期范围内观测到的强地面运动记录中。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Subsurface S-Wave Velocity Structure at Tenjin Area in Chuo Ward, Fukuoka City
We investigate the shallow subsurface S-wave velocity structure across the Kego fault at the area of Tenjin in Chuo Ward, Fukuoka, Japan. We observed microtremors for several minutes by small arrays consisting of 7 sensors at 8 sites using wireless LAN data loggers. These sites were situated at the same locations of observation sites by Yamanaka et al. (2005) for aftershocks of the 2005 north-west off Fukuoka prefecture MJ 7.0 earthquake and with K-NET station FKO006. The micro-tremor array data were processed to obtain Rayleigh wave phase velocities in the period range of 0.04-0.4 s by SPAC analysis. Then the 1D S-wave velocity structures having three layers with a Vs of about 130-170 m/s, 220-260 m/s and 800 m/s are estimated from hybrid inversions at each site. The depth to the top of the layer of Vs 800 m/s is only 5 m at the site west of the Kego fault, while the depth is 25-40 m at the sites east of the fault. The layer with a Vs of 800 m/s has a steep slope with a thickness difference of about 20 m at the fault. These 1D velocity structure models show amplifica-tions characterized by dominant peaks in period range of longer than 0.2 s. However, the distribution of the AVS30s for the profiles shows no correlation to those of the ratios of PGA and PGV and the difference of seismic intensity. This indicates the limit of understanding only by 1D structure model and necessity of the consideration of 2D or 3D subsurface structure. The profile for FKO006 at site 08 is different from previous study, which has a deeper depth of the top of the engineering bedrock in our model. These results must be included to explain the observed strong ground motion records of the 2005 earthquake around the central Fukuoka area in short period range.
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