Japan Geoscience Union Meeting 2014

Presentation information

Oral

Symbol S (Solid Earth Sciences) » S-SS Seismology

[S-SS35_2PM2] Recent developments in microtremor surveys

Fri. May 2, 2014 4:15 PM - 5:00 PM 502 (5F)

Convener:*Hisashi Nakahara(Solid Earth Physics Laboratory, Department of Geophysics, Graduate School of Science, Tohoku University), Hiroaki Sato(Central Research Institute of Electric Power Industry), Chair:Hiroaki Sato(Central Research Institute of Electric Power Industry), Hisashi Nakahara(Solid Earth Physics Laboratory, Department of Geophysics, Graduate School of Science, Tohoku University)

4:15 PM - 4:30 PM

[SSS35-06] Geological Interpretation of a Liquefied Area by 'i-Bido': A Case Study in Urayasu City, Japan (2)

*Shinji SATO1, Masashi HIGASHI2, Shigeo HIGUCHI3, Akira INADA3, Akihide ITO4, Hiroshi IWAMOTO5, Satoshi KAMIKASEDA6, Kenichi KAWASAKI7, Keiko KUSUNOKI8, Shoichi SHINADA2, Kazuyuki SUENAGA9, Takumi WATANABE3, Shigeki SENNA10, Hiroyuki FUJIWARA10 (1.Chishirodai high school, 2.JAPEX, 3.No affiliation, 4.Chiba-kita High school, 5.Kanto Natural Gas Development Co., Ltd, 6.NTC Consaltants Co., Ltd., 7.Chiba-nishi High school, 8.Urayasu high school, 9.Earth System Science Co., Ltd., 10.NIED)

Keywords:liquefaction, crack, micro tremor, i-Bido, Urayasu, reclaimed land

The Great East Japan Earthquake that occurred in 2011 off the Pacific coast of Tohoku caused the formation of two long cracks (crack 1 and crack 2) at Urayasu High School in Chiba Prefecture, Japan. Iwamoto et al. (2014) classified the survey area into different parts by examining the reclamation history and found the following three areas: A, 'Kaimenka-tochi'*; B, reclaimed land from dredged seabed deposits; and C, the embankment and its surrounding zone. Crack 1 was situated between areas A and B, and crack 2 was between areas B and C. Based on the investigation, the authors conducted micro-tremor observations at the three reclaimed land areas and Alluvial area. These measurements were conducted to reveal the area's geophysical aspects and to extrapolate three-dimensional data of the subsurface geology from two-dimensional data. At each measurement position, the results of micro-tremor observation were analyzed to give H/V spectra and the relationship between the site's geology and physical data. Field measurements of micro-tremors were performed with JU310, which was designed by the National Research Institute for Earth Science and Disaster Prevention. Measurements and analysis were performed using the i-Bido system (Senna et al., 2011), named after the Japanese word for micro-tremor, which was designed by the same institute. Analysis revealed that the micro-tremors in areas A, B, and C had clear peaks at 1 Hz or slightly higher. This result corresponds to the impedance ratio at the boundary between the Holocene and Pleistocene deposits. Additionally, the micro-tremors observed at area B, which contains land reclaimed in 1965-1971, had peaks from approximately 4-5 Hz. These peaks were not observed or were unclear in areas A and C. For both crack 1 and crack 2, the peak was clear on one side but not on the other. The interval across a crack was only a few meters; therefore, these peaks depend on the impedance ratio between the silt bed, which was reclaimed by dredging from the seafloor, and the Holocene deposits. Additionally, the Nd-value** of the silt bed was 0, as determined by a survey of the subsurface geology. The analytical results determined using i-Bido supported the physical aspect put forth by Iwamoto et al. (2014) as the reason and mechanism by which the two cracks formed. Each frequency peak also showed the individual geological unit in the reclaimed bed, further supporting Iwamoto et al. (2014). The i-Bido system was very useful for analysis of the relationship between the site's geology and physical characteristics and for extrapolation of three-dimensional data from two-dimensional data. The authors hope that the methods discussed here will aid the progress of disaster prevention.*'Kaimenka-tochi' means land below sea level literally. Before reclamation, it was located in front of seashore, and it was in the possession of the private owner. and was used to reed cultivation etc.**Nd-value is brought by Dynamic Cone Penetration Test, which has the following conditions: a slide hammer with a weight of 5kg falling through a distance of 50cm, and diameter of 2.5cm cone. The number( i.e. Nd-value) of blows needed for the cone to penetrate each 10cm is recorded.AcknowledgementsThe authors are very gratful to Mr. Toshio NAKAYAMA of visiting researcher of NIED, who supported them for using i-Bido system.References:Hiroshi IWAMOTO, Masashi HIGASHI, Shigeo HIGUCHI, Akira INADA, Akihide ITO, Satoshi KAMIKASEDA, Kenichi KAWASAKI, Keiko KUSUNOKI, Shinji SATO, Shoichi SHINADA, Kazuyuki SUENAGA, and Takumi WATANABE (2014) Recent Geological Interpretation of Liquefied Area: A Case Study in Urayasu City, Japan(1). Japan Geoscience Union Meeting 2014.Shigeki Senna, Hiroki Azuma(NIED), Yuuko Murui(MSS Corp), and Hiroyuki Fujiwara(NIED) (2011) Development of microtremor survey of observation system i-bidou, etc. The 124 th SEGJ (Society of exploration geophysics of Japan) Conference. 346-348.