[HTML][HTML] Simulating landslides with the material point method: Best practices, potentialities, and challenges

F Ceccato, A Yerro, G Di Carluccio - Engineering Geology, 2024 - Elsevier
Advances in numerical methods have provided useful tools for investigating the complex
behaviour of landslides, which can be a valuable support for landslide hazard assessment …

State-of-the-art review of continuum mechanics-based modelling of soil surface erosion

H Feng, ZY Yin, M Peng, Q Guo - Archives of Computational Methods in …, 2024 - Springer
Soil surface erosion can shape the morphography of rivers and estuaries in the natural
environment and induce high potential risks to structures in engineering. Numerical …

Three-dimensional reliability analysis of unsaturated soil slope considering permeability rotated anisotropy random fields

CWW Ng, C Qu, J Ni, H Guo - Computers and Geotechnics, 2022 - Elsevier
The spatial variability is an inherent characteristic of soils. In addition to isotropic and
transversely anisotropic soils, rotated anisotropic soils can also be observed in nature owing …

A 2D FDEM-based moisture diffusion–fracture coupling model for simulating soil desiccation cracking

C Yan, T Wang, W Ke, G Wang - Acta Geotechnica, 2021 - Springer
Based on the combined finite–discrete element method (FDEM), this paper presents a
moisture diffusion–fracture coupling model to simulate soil desiccation cracking. The …

Material point method for large-deformation modeling of coseismic landslide and liquefaction-induced dam failure

K Feng, G Wang, D Huang, F Jin - Soil Dynamics and Earthquake …, 2021 - Elsevier
Abstract In this study, Material Point Method (MPM) is improved to simulate coseismic slope
stability and liquefaction-induced embankment failure under earthquake loading. First, by …

Modelling unsaturated soils with the Material Point Method. A discussion of the state-of-the-art

A Yerro, V Girardi, M Martinelli, F Ceccato - Geomechanics for Energy and …, 2022 - Elsevier
Many natural hazards involve large deformations of unsaturated soils, eg rainfall-induced
landslides, embankment collapses due to wetting, seepage-induced instabilities of dams …

Physics-based large-deformation analysis of coseismic landslides: A multiscale 3D SEM-MPM framework with application to the Hongshiyan landslide

K Feng, D Huang, G Wang, F Jin, Z Chen - Engineering Geology, 2022 - Elsevier
A multiscale framework is developed based on the spectral element method (SEM) and
material point method (MPM) for the large-deformation analysis of coseismic landslides. At a …

MPM-based mechanism and runout analysis of a compound reactivated landslide

K He, C Xi, B Liu, X Hu, G Luo, G Ma, R Zhou - Computers and Geotechnics, 2023 - Elsevier
Understanding the entire process of hydraulic-related landslide reactivations is crucial for
risk assessment, which includes initiation and runout evolves from a small-deformation in …

Post-failure process and kinematic behavior of two landslides: case study and material point analyses

TS Nguyen, KH Yang, YK Wu, F Teng, WA Chao… - Computers and …, 2022 - Elsevier
This paper presents a comprehensive and well-documented landslide case study involving
detailed site investigation, field tests, seismic signal analyses, and advanced numerical …

A stabilized two-phase PD-FEM coupling approach for modeling partially saturated porous media

W Sun, J Fish, F Liu, Y Lu - Acta Geotechnica, 2023 - Springer
In the present manuscript, a stabilized two-phase PD-FEM coupling approach is developed
for simulating deformation and fracture propagation in partially saturated porous media …