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Influences of subsurface geological structure neighboring geological repository on earthquake motion of the site

Published online by Cambridge University Press:  15 February 2011

Taishi Oouchi
Affiliation:
Nuclear Waste Management Organization of Japan (NUMO), Mita NN Bldg. 1-23, Shiba 4-Chome, Minatoku, Tokyo, Japan
Hiroyuki Tsuchi
Affiliation:
Nuclear Waste Management Organization of Japan (NUMO), Mita NN Bldg. 1-23, Shiba 4-Chome, Minatoku, Tokyo, Japan
Tetsuya Ota
Affiliation:
Kajima Corporation, 6-5-11, Akasaka, Minato-ku, Tokyo, Japan
Koji Hane
Affiliation:
Kajima Corporation, 6-5-11, Akasaka, Minato-ku, Tokyo, Japan
Toru Sasaki
Affiliation:
Kajima Corporation, 6-5-11, Akasaka, Minato-ku, Tokyo, Japan
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Abstract

According to recent seismic observation records, there are some cases where unexpectedly large seismic motion was observed deep underground and that was larger than at the surface. The factors influencing such phenomena are assumed to be deep geological structures with topographic irregularity, velocity structure and non-linearity of subsurface layers. These factors should be taken into account in the earthquake-resistant design of a geological repository. The influence of a deep underground geological structure with topographic irregularity on ground motion has been studied and it has been confirmed that such a structure have a significant impact on ground motion and the constructive interference of waves may result in strong earthquake ground motion in the vicinity of a structural boundary deep underground.

Type
Research Article
Copyright
Copyright © Materials Research Society 2009

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References

1 Irikura, K., Strong Ground Motions and Damages from the 1995 Hyogoken-nambu Earthquake (in Japanese with English abstract). Annuals, Disas. Prev. Res. Inst., Kyoto Univ., 38A, 5367 (1995).Google Scholar
2 Kawase, H., The Cause of the Damage Belt in Kobe: ”The Basin-Edge Effect,” Constructive Interference of the Direct S-Wave with the Basin-Induced Diffracted/Rayleigh Waves. Seismological Research Letters, 67-5, 2534 (1996).Google Scholar
3 Nagano, M., Ohno, S., Koyamada, K. and Kato, K., Bedrock Motions and Site Amplifications in Kobe City during the 1995 Hyogo-ken Nanbu Earthquake (in Japanese with English abstract). J. Struct. Constr. Eng., AIJ, 511, 7784 (1998).Google Scholar
4 Nagano, M., Amplification Characteristics of Ground Motions in Deep Irregular Underground Structure with Vertical Discontinuity. Proc. of 2nd Int. Symp. on the Effects of Surface Geology on Seismic Motion, 2, 859866 (1998).Google Scholar
5 Tokyo Electric Power Company, Analysis of Seismic Observation Data Acquired at the Time of the 2007 Niigata-Chuetsu-Oki Earthquake at the Kashiwazaki-Kariwa Nuclear Power Station, and the Submission of the Report Concerning the Design-basis Seismic Motion. http://www.tepco.co.jp/en/press/corp-com/release/08052202-e.html (2008).Google Scholar
6 Fukuyama, E., Ishida, M., Dreger, D. S. and Kawai, H., Automated Seismic Moment Tensor Determination by Using On-line Broadband Seismic Waveforms (in Japanese with English abstract). Zisin, 2nd, 51, 149156 (1998).Google Scholar