Author:
HIGO Yosuke,ONDA Shinichiro,TAKANO Daiki,YAMAUCHI Toshiki
Publisher
Japan Society of Civil Engineers
Reference5 articles.
1. 1) Mizutani, H., Nakagawa, H., Yoden, T., Kawaike, K., and Zhang, H. : Numerical modelling of river embankment failure due to overtopping flow considering infiltration effects, Journal of Hydraulic Research, IAHR, Vol. 51, No. 6, pp. 681-695, 2013.
2. 2) Kakinuma, T. and Shimizu, Y. : Large-scale experiment and numerical modeling of a riverine levee breach, Journal of Hydraulic Engineering, ASCE, Vol. 140, No. 9, 04014039, 2014.
3. 3) Onda, S., Hosoda, T., Jaćimović, N. and Kimura, I. : Numerical modelling of simultaneous overtopping and seepage flows with application to dike breaching, Journal of Hydraulic Research, DOI:10.1080/00221686.2018.1442882, 2018.
4. 9) Takano, D., Lenoir, N., Otani, J., Hall, S. A. : Localised deformation in a 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.
5. 13) Fredlund, D. G. and Rahardjo, H. : Soil mechanics for unsaturated soils, Wiley Inter-Science, 1993.
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