Numerical Modeling of Overtopping-Induced Breach of Landslide Dams-Reference-Cited by-同舟云学术

Numerical Modeling of Overtopping-Induced Breach of Landslide Dams

Published:2020-05 Issue:2 Volume:21 Page:04020002
ISSN:1527-6988
Container-title:Natural Hazards Review
language:en
Short-container-title:Nat. Hazards Rev.

Author:

Shen Guangze¹^ORCID,Sheng Jinbao²,Xiang Yan²,Zhong Qiming³^ORCID,Yang Dewei⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Dam Safety Management, Nanjing Hydraulic Research Institute, Nanjing 210029, China; Ph.D. Candidate, College of Hydraulic and Hydroelectric Engineering, Sichuan Univ., Chengdu 610017, China. ORCID: .

2. Professor, Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources, Nanjing Hydraulic Research Institute, Nanjing 210029, China.

3. Professor, Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources, Nanjing Hydraulic Research Institute, Nanjing 210029, China (corresponding author). ORCID: .

4. Senior Engineer, Dept. of Dam Safety Management, Nanjing Hydraulic Research Institute, Nanjing 210029, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Social Sciences,General Environmental Science,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29NH.1527-6996.0000362

Reference36 articles.

1. Landslide dam failure and flood hydraulics. Part I: experimental investigation

2. Landslide dam failure and flood hydraulics. Part II: Coupled mathematical modeling;Cao Z. X.;Nat. Hazard.,2011

3. Prediction of the behavior of landslide dams using a geomorphological dimensionless index;Casagli N.;Earth Surf. Processes Landforms,2002

4. Simulation of the erosion process of landslide dams due to overtopping considering variations in soil erodibility along depth

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