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

Tianlong Zhaoa Key Laboratory for Hydraulic and Waterway Engineering of Ministry of Education, Chongqing Jiaotong University, Chongqing, P.R. China;b Department of Infrastructure Engineering, University of Melbourne, Parkville, VIC, AustraliaView further author information

Wenyan Wub Department of Infrastructure Engineering, University of Melbourne, Parkville, VIC, AustraliaView further author information

Changjing Fua Key Laboratory for Hydraulic and Waterway Engineering of Ministry of Education, Chongqing Jiaotong University, Chongqing, P.R. China;c Department of Civil Engineering, Monash University, Clayton, VIC, AustraliaCorrespondence[email protected]
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Di Huoa Key Laboratory for Hydraulic and Waterway Engineering of Ministry of Education, Chongqing Jiaotong University, Chongqing, P.R. ChinaView further author information

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

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

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