CENTRIFUGE MODELLING OF CAISSON TYPE QUAY WALL WITH DIFFERENT SOLIDIFIED AREA OF BACKFILL DURING EARTHQUAKE
Author:
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscejoe/75/2/75_I_450/_pdf
Reference2 articles.
1. 3) Kohama, E., Miura, K., Yoshida, N., Ohtsuka, N. and Kurita, S.：Instability of gravity type quay wall induced by liquefaction of backfill during earthquake, Soils and Foundations, Vol. 38, No. 4, pp. 71-83, 1998.
2. 11) Takano, D., Lenoir, N., Otani, J. and Hall, S. A. : Localized deformation in wide-grained sand under triaxial compression revealed by X-ray tomography and digital image correlation, Soils and Foundations, Vol. 55, No. 4, pp. 906-915, 2015.
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