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Large deformation and failure analysis of river embankments subjected to seismic loading |
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| Authors: | Shahbodagh B. Sadeghi H. Kimoto S. Oka F. |
| Affiliation: | 1.School of Civil and Environmental Engineering, University of New South Wales, Sydney, NSW, 2052, Australia ;2.Katahira and Engineering International, 1-14-1 Shintomi, Chuo-ku, Tokyo, 104-0041, Japan ;3.Kyoto University, Kyoto, Japan ;4.Department of Civil and Earth Resources Engineering, Kyoto University, Kyoto daigaku-Katsura 4, Nishikyo-ku, Kyoto, 615-8540, Japan ;5.Lab. 3, Association for Disaster Prevention Research, Professor Emeritus of Kyoto University, 138-1 Tanaka-Asukaicho, Sakyo-ku, Kyoto, 606-8226, Japan ; |
| Abstract: | Acta Geotechnica - A numerical model based on the theory of mixtures is proposed for the nonlinear large deformation and failure analysis of river embankments subjected to large earthquakes. The... |
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