Numerical modelling of river embankment failure due to overtopping flow considering infiltration effects-Reference-Cited by-同舟云学术

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Numerical modelling of river embankment failure due to overtopping flow considering infiltration effects

Published:2013-09-10 Issue:6 Volume:51 Page:681-695
ISSN:0022-1686
Container-title:Journal of Hydraulic Research
language:en
Short-container-title:Journal of Hydraulic Research

Author:

Mizutani Hideaki¹,Nakagawa Hajime²,Yoden Toshiaki³,Kawaike Kenji⁴,Zhang Hao¹

Affiliation:

1. (IAHR Member), Assistant Professor, Disaster Prevention Research Institute, Kyoto University, Yoko-oji, Fushimi-ku, Kyoto 612-8235, Japan

2. (IAHR Member), Professor, Disaster Prevention Research Institute, Kyoto University, Yoko-oji, Fushimi-ku, Kyoto 612-8235, Japan

3. Group manager of river engineering group, NEWJEC Inc., Honjo-Hidashi, Kita-ku, Osaka 531-0074, Japan

4. (IAHR Member), Associate Professor, Disaster Prevention Research Institute, Kyoto University, Yoko-oji, Fushimi-ku, Kyoto 612-8235, Japan

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/00221686.2013.812151

Reference21 articles.

1. Determination of the critical slip surface in slope stability computations

2. Numerical Modeling of Breach Erosion of River Embankments

3. GRIDLESS ANALYSIS OF SLOPE FAILURE OF EMBANKMENT BY OVERFLOW

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