Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping-Reference-Cited by-同舟云学术

Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping

Published:2022-11 Issue:11 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yan Kang¹,Zhao Tao²^ORCID,Liu Yong³^ORCID

Affiliation:

1. Ph.D. Student, State Key Laboratory of Water Resources and Hydropower Engineering Science, Institute of Engineering Risk and Disaster Prevention, Wuhan Univ., 299 Bayi Rd., Wuhan 430072, P.R. China.

2. Visiting Scholar, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., 299 Bayi Rd., Wuhan 430072, P.R. China; Senior Lecturer, Dept. of Civil and Environmental Engineering, Brunel Univ. London, Uxbridge, London UB8 3PH, UK (corresponding author). ORCID: .

3. Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Institute of Engineering Risk and Disaster Prevention, Wuhan Univ., 299 Bayi Rd., Wuhan 430072, P.R. China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002586

Reference37 articles.

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3. Assessment of embankment dams breaching using large scale physical modeling and statistical methods;Ashraf M.;Water Sci.,2018

4. Moraine dam breach and glacial lake outburst flood generation by physical and numerical models;Begam S.;J. Hydrol.,2018

5. Brown, R. J., and D. C. Rogers. 1981. BRDAM users’ manual. Denver: U.S. Dept. of the Interior.

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