Estimation of shallow S-wave velocity structure using microtremor array exploration at temporary strong motion observation stations for aftershocks of the 2016 Kumamoto earthquake

Earth, Planets and Space - Tập 68 - Trang 1-10 - 2016
Kosuke Chimoto1, Hiroaki Yamanaka1, Seiji Tsuno2, Hiroe Miyake3, Nobuyuki Yamada4
1Tokyo Institute of Technology, Tokyo, Japan
2Railway Technical Research Institute, Tokyo, Japan
3The University of Tokyo, Tokyo, Japan
4University of Teacher Education Fukuoka, Fukuoka, Japan

Tóm tắt

Shallow S-wave velocity V S profiles were estimated for 26 temporary strong motion observation sites surrounding the epicenters of a sequence of the 2016 Kumamoto earthquake. The microtremor array method was used to gather the dispersion characteristics of Rayleigh waves. V S profiles were obtained by inverting the dispersion curves for each site and those of three permanent strong motion stations that recorded the sequence of seismic events. The shallow V S profiles near two of the permanent strong motion stations in the town of Mashiki were almost identical. However, the V S profiles at other stations varied. The V S profiles were found to have the common feature of the uppermost low-velocity layer being widely distributed from Mashiki to the village of Minami-Aso, and it was especially thick in the areas that suffered heavy damage. This low-velocity layer was a major contributor to the site amplification. The horizontal-to-vertical spectral ratios of the microtremors indicate that both the shallow soil and deep sedimentary layers may control the site response characteristics over a broad frequency range.

Tài liệu tham khảo

Borcherdt RD (1970) Effects of local geology on ground motion near San Francisco Bay. Bull Seismol Soc Am 60:29–61 Building Seismic Safety Council (2004) NEHRP recommended provisions for seismic regulations or new buildings and other structures, 2003 edn., vol 450. Federal Emergency Management Agency, Washington Editorial Meeting of Geologic map of Kumamoto (2008) Geologic map of Kumamoto; 253 scale 1:100.000. Kumamoto Geotechnical Consultants Association, Fuji Micro Corp, Kumamoto Grutas R, Yamanaka H (2012) Shallow shear-wave velocity profiles and site response characteristics from microtremor array measurements in Metro Manila, Philippines. Explor Geophys 43:255–266 Hobiger M, Wegler U, Shiomi K, Nakahara H (2016) Coseismic and post-seismic velocity changes detected by passive image interferometry: comparison of one great five strong earthquakes in Japan. Geophys J Int 205:1053–1073 Japan Geotechnical Consultants Association (2016) Emergency open site for boring logs for reconstruction assistance after the 2016 Kumamoto earthquake. http://geonews.zenchiren.or.jp/2016KumamotoEQ/index.html. Accessed 28 Jun 2016 Kudo K, Kanno T, Okada H, Ozel O, Erdik M, Sasatani T, Higashi S, Takahashi M, Yoshida K (2002) Site-specific issues for strong ground motions during the Kocaeli, Turkey, earthquake of 17 August 1999, as inferred from array observations of microtremors and aftershocks. Bull Seismol Soc Am 92:448–465. doi:10.1785/0120000812 Matsuoka M, Wakamatsu K, Fujimoto K, Midorikawa S (2006) Average shear-wave velocity mapping using Japan engineering geomorphologic classification map. Struct Eng Earthq Eng JSCE 23:57–68 Nakata N, Snieder R (2011) Near-surface weakening in Japan after the 2011 Tohoku-Oki earthquake. Geophys Res Lett 38:L17302 Okada H (2003) The microtremor survey method. Geophysical monograph series No. 12. Society of Exploration Geophysicists, Tulsa Pavlenko OV, Irikura K (2006) Nonlinear behavior of soils revealed from the records of the 2000 Tottori, Japan, earthquake at stations of the digital strong-motion network Kik-Net. Bull Seismol Soc Am 96:2131–2145 Sawazaki K, Sato H, Nakahara H, Nishimura T (2009) Time-lapse change of seismic velocity in the shallow ground caused strong ground motion shock of the 2000 Western-Tottori earthquake, Japan, as revealed from coda deconvolution analysis. Bull Seismol Soc Am 99:352–366 Takekoshi M, Yamanaka H (2009) Waveform inversion of shallow seismic refraction data using hybrid heuristic search method. Explor Geophys 40:99–104 Takeyama K, Hisada T, Ohsaki Y (1960) Behaviour and design of wooden buildings subjected to earthquakes. In: Proceedings on 2nd WCEE, Tokyo, pp 2093–2111 The Headquarters for Earthquake Research Promotion (2014) Japan seismic hazard information station ver. 2014. http://www.j-shis.bosai.go.jp/map/. Accessed 01 Jun 2016 Yamanaka H (2007) Inversion of surface-wave phase velocity using hybrid heuristic search method. Butsuri Tansa 60:265–275. doi:10.3124/segj.60.265 (in Japanese) Yamanaka H, Chimoto K, Miyake H, Tsuno S, Yamada N (2016) Observation of earthquake ground motion due to aftershocks of the 2016 Kumamoto earthquake in damaged areas. Earth Planets Space 68:197. doi:10.1186/s40623-016-0574-2