Breaches of embankment and landslide dams-State of the art review

Q Zhong, L Wang, S Chen, Z Chen, Y Shan… - Earth-Science …, 2021 - Elsevier
Floods caused by breaches of embankment and landslide dams are not only a tremendous
geological disaster, destroying people's lives and property, they also strongly shape the …

Recent advances in stability and failure mechanisms of landslide dams

H Zheng, Z Shi, D Shen, M Peng, KJ Hanley… - Frontiers in Earth …, 2021 - frontiersin.org
Numerous landslide dams have been induced in recent years as a result of frequent
earthquakes and extreme climate hazards. Landslide dams present serious threats to lives …

Micromechanical investigation of particle-size effect of granular materials in biaxial test with the role of particle breakage

P Wang, ZY Yin, ZY Wang - Journal of Engineering Mechanics, 2022 - ascelibrary.org
Understanding the effect of particle size on the shear strength of granular materials is
important for geotechnical design and construction. However, previous studies show …

Suffusion-induced deformation and microstructural change of granular soils: a coupled CFD–DEM study

Z Hu, Y Zhang, Z Yang - Acta Geotechnica, 2019 - Springer
Behaviour of granular soils subjected to internal erosion involves complex coupling between
solid–fluid interaction, skeleton deformation and microstructural evolutions. This paper …

Micro-mechanical analysis of soil–structure interface behavior under constant normal stiffness condition with DEM

P Wang, ZY Yin, WH Zhou, W Chen - Acta Geotechnica, 2021 - Springer
The mechanical behavior at soil–structure interface (SSI) has a crucial influence on the
safety and stability of geotechnical structures. However, the behavior of SSI under constant …

A coupled CFD‐DEM investigation of suffusion of gap graded soil: Coupling effect of confining pressure and fines content

Y Liu, L Wang, Y Hong, J Zhao… - International Journal for …, 2020 - Wiley Online Library
Suffusion involves fine particles migration within the matrix of coarse fraction under seepage
flow, which usually occurs in the gap‐graded material of dams and levees. Key factors …

Effects of internal pores on the mechanical properties of marine calcareous sand particles

Y Lv, X Li, C Fan, Y Su - Acta Geotechnica, 2021 - Springer
Calcareous sand is a typical problematic marine sediment because of its angular and
porous particles. The effects of internal pores on the mechanical properties of calcareous …

Micro pore analysis of suffusion in filter layer using tri-layer CFD–DEM model

F Chen, S Jiang, H **ong, Z Yin, X Chen - Computers and Geotechnics, 2023 - Elsevier
Filter layers are extensively employed in dam structures as a mitigation method against
internal erosion, which facilitates the interlocking and clogging of the suffused base soil due …

Modeling of fluid-particle interaction by coupling the discrete element method with a dynamic fluid mesh: implications to suffusion in gap-graded soils

F Zhang, T Wang, F Liu, M Peng, J Furtney… - Computers and …, 2020 - Elsevier
A new fluid–solid coupled numerical approach by combining the Dynamic Fluid Mesh
method with DEM (discrete element method) is applied to simulate suffusion. The fluid mesh …

Large-scale field model tests of landslide dam breaching

J Zhang, G Fan, H Li, J Zhou, X Yang - Engineering Geology, 2021 - Elsevier
The breaching of landslide dams is a severe geological disaster, and the resulting
breaching floods significantly threaten people in downstream areas. In this study, a large …