Abstract
Many wooden houses near a dune at Kariwa Village, Kashiwazaki City, Niigata Prefecture were damaged because of the liquefaction of the dune during the 2007 Niigata Chuetsu-offshore Earthquake, Mw = 6.8. This paper performs fully coupled dynamic finite element analysis to reproduce the ground liquefaction of two wooden houses. Here, wooden house A of which the ground was improved only using horizontal drainage pipes was fully damaged; however, wooden house B of which the ground was improved by horizontal drainage system to lower the ground water level, surface ground improvement, and steel-pipe piles was slightly deformed. For wooden house B, it was found, based on the numerical results, that steel-pipe piles were more effective liquefaction mitigation measure.
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References
Cai F, Hagiwara T, Imamura S, Ugai K (2002) 2D Fully coupled liquefaction analysis of sand ground under tank. In: Proceedings of the 11th Japan earthquake engineering symposium, pp 819–824 (in Japanese)
Forum 8 Co. Ltd (2005) Finite element fully coupled dynamic effective stress analysis program (UWLC), Electrical Manual, http://www.forum8.co.jp
Inotsume T, Onoue A, Tsuchida K, Ohzawa H, Ugai K, Wakai A, Cai F, Higuchi K, Kuroda S (2008) An example of ground deformation difference induced by the existence or no liquefaction mitigation measures. In: Proceedings of the 25th annual conference of Niigata civil engineering society, pp 152–155 (in Japanese)
Isobe K, Ohtsuka S, Hirade T, Hayashi K, Sugimura S (2008) Seismic damage of residential area by 2007 Niigataken Chuetsu-oki Earthquake (Part4 Kariwa village). In: Proceedings of the 20th Japan national conference on geotechnical engineering, pp 1749–1750 (in Japanese)
Pastor M, Zienkiewicz OC, Chan AHC (1990) Generalized plasticity and the modeling of soil behavior. Int J Numer Anal Meth Geomech 14:151–190
Tikimatsu K, Arai H, Minowa K (2008) Soil nonlinearity and bedrock strong motions estimated from downhole array records at Kashiwazaki-Kariwa nuclear power plant during the 2007 Niigata-ken Chuetsu-oki earthquake. J Struct Constr Eng Trans AIJ 73(630):1273–1280 (in Japanese)
Yamada S, Towhata I, Ezoe A, Olivahal B, Tanaka R (2008) Liquefaction of the residential land ground due to the Niigata Chuetsu Oki Earthquake-Inaba, Kariwa-. In: Proceedings of the 20th Japan National conference on geotechnical engineering, pp 1775–1776 (in Japanese)
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Cai, F., Ugai, K., Wakai, A., Kuroda, S., Onoue, A., Higuchi, K. (2013). Numerical Analysis of Two Wooden House Damages Induced by Dune Liquefaction during the 2007 Niigata Chuetsu-Offshore Earthquake. In: Margottini, C., Canuti, P., Sassa, K. (eds) Landslide Science and Practice. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-31427-8_21
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DOI: https://doi.org/10.1007/978-3-642-31427-8_21
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