日本地球惑星科学連合2018年大会

講演情報

[EJ] 口頭発表

セッション記号 S (固体地球科学) » S-SS 地震学

[S-SS10] 地震波伝播:理論と応用

2018年5月24日(木) 13:45 〜 15:15 A10 (東京ベイ幕張ホール)

コンビーナ:西田 究(東京大学地震研究所)、白石 和也(海洋研究開発機構)、新部 貴夫((株)地球科学総合研究所、共同)、澤崎 郁(防災科学技術研究所)、座長:澤崎 郁(防災科学技術研究所)、生田 領野(静岡大学理学部)

14:00 〜 14:15

[SSS10-20] Time-lapse change of S-wave velocity and polarization anisotropy associated with the 2016 Kumamoto earthquake, Japan

*澤崎 郁1齊藤 竜彦1上野 友岳1汐見 勝彦1 (1.防災科学技術研究所)

キーワード:地下構造の時間変化、動的・静的歪変化、スローダイナミクス

By analyzing seismograms of 8 KiK-net stations, we detected change of S-wave velocity and its polarization anisotropy in the shallow subsurface associated with the 2016 Mw7.0 Kumamoto earthquake, Japan. By rotating EW and NS components of the seismogram pairs recorded on the ground surface and at the borehole bottom (100 to 300 m depths), we obtained surface/borehole deconvolution for arbitrary polarization azimuths. Applying the stretching technique to pair of deconvolutions obtained in different periods and different polarization azimuths, we detected time-lapse change of S-wave velocity and that of polarization anisotropy. The azimuthal average of the S-wave velocity decreased by 1 % to 6 % within 1 day after the mainshock. The reduction ratio of the S-wave velocity had a strong correlation with the maximum dynamic strain (MDS) due to the ground motion by the mainshock. The S-wave velocity continued to recover proportional to logarithm of the lapse time (log (t)) after the mainshock. The proportionality factor between the S-wave velocity reduction ratio and log (t) had the values of 10-2~10-3 for most of the used stations, and was irrespective to the MDS by the mainshock. This result is different from previous studies on rock experiment which reported a linear relationship between the proportionality factor and the MDS. We think delay of the recovery due to strong aftershocks may be one reason of this discrepancy. The amplitude of the polarization anisotropy (anisotropy coefficient) increased by up to 1 % for most of the used stations within 1 day after the mainshock. The increase of the anisotropy coefficient had almost no correlation with MDS and ΔCFF computed at each station. According to the theory of fracture mechanics, the stress intensity factor near the tip of the crack has larger values for longer cracks. Therefore, we think only the relatively longer vertical cracks oriented along the fast Vs direction would grow selectively under certain range of stress perturbation, and consequently increase of anisotropy coefficient was more frequently observed than decrease.