Simulation of landslide dam failure due to overtopping considering vertical soil particles distribution-Reference-Cited by-同舟云学术

Simulation of landslide dam failure due to overtopping considering vertical soil particles distribution

Published:2024-06-18 Issue:1 Volume:15 Page:
ISSN:1947-5705
Container-title:Geomatics, Natural Hazards and Risk
language:en
Short-container-title:Geomatics, Natural Hazards and Risk

Author:

Zhao Tianlong¹²,Wu Wenyan²,Fu Changjing¹³,Huo Di¹

Affiliation:

1. Key Laboratory for Hydraulic and Waterway Engineering of Ministry of Education, Chongqing Jiaotong University, Chongqing, P.R. China

2. Department of Infrastructure Engineering, University of Melbourne, Parkville, VIC, Australia

3. Department of Civil Engineering, Monash University, Clayton, VIC, Australia

Funder

Chongqing Water Conservancy Science and Technology Project

National Natural Science Foundation of China

Major Science and Technology Program of the Ministry of Water Resources

Chongqing Water Conservancy Science and Technology

Australian Research Council via the Discovery Early Career Researcher Award

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/19475705.2024.2366371

Reference47 articles.

1. The flow of cohesionless grains in fluids

2. Bagnold RA. 1966. An approach to the sediment transport problem from general physics. US Government Printing Office.

3. Grain-size distribution and structural dimension of “7·4” giant debris-flow deposition in Shimian County, Sichuan Province;Bu X;J Disaster Prev Mitig Eng,2017

4. Breaches of the Baige Barrier Lake: Emergency response and dam breach flood

5. Determining grain size distribution of the material composing landslide dams in the Northern Apennines: sampling and processing methods