Articles | Volume 13, issue 10
https://doi.org/10.5194/nhess-13-2567-2013
https://doi.org/10.5194/nhess-13-2567-2013
Research article
 | 
18 Oct 2013
Research article |  | 18 Oct 2013

Effects of relative density and accumulated shear strain on post-liquefaction residual deformation

J. Kim, M. Kazama, and Y. Kwon

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Cited articles

Baziar, M. H. and Sharafi, H.: Assessment of silty sand liquefaction potential using hollow torsional tests-An energy approach, Soil Dynam. Earthq. Eng., 31, 857–865, 2011.
Cubrinovski, M., Bray, J. D., Taylor, M., Giorgini, S., Bradley, B., Wotherspoon, L., and Zupan, J.: Soil Liquefaction effects in the central business district during the February 2011 Christchurch Earthquake, Seismol. Res. Lett., 82, 893–904, 2011.
Hatanaka, M. and Yokoji, S.: Post earthquake strain of cohesive soils due to undrained cyclic loading, Taylor Francis Group, London, ISBN 978-0-415-5564-9, 2009.
Hatanaka, M., Uchida, A., and Ohara, J.: Liquefaction characteristics of a gravelly fill liquefied during the 1995 Hyogo-Ken Nanbu earthquake, Soils Foundations, 37, 107–115, 1997.
Hyodo, M., Kim, J., Fukumoto, K., Yamada, S., and Yoshimoto, N.: Undrained cyclic behavior of sand and clay mixture subjected to initial static shear stress, J. JSCE, Division C, 62, 240–245, 2006.
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