[HTML][HTML] Numerical modelling of large deformation problems in geotechnical engineering: A state-of-the-art review

CE Augarde, SJ Lee, D Loukidis - Soils and Foundations, 2021 - Elsevier
Many problems in geotechnical engineering involve large movements or rotations,
examples include natural processes such as landslides, and man-made processes such as …

[HTML][HTML] Material point method simulation of hydro-mechanical behaviour in two-phase porous geomaterials: A state-of-the-art review

X Zheng, S Wang, F Yang, J Yang - Journal of Rock Mechanics and …, 2024 - Elsevier
The material point method (MPM) has been gaining increasing popularity as an appropriate
approach to the solution of coupled hydro-mechanical problems involving large deformation …

Trends in large-deformation analysis of landslide mass movements with particular emphasis on the material point method

K Soga, E Alonso, A Yerro, K Kumar… - Géotechnique, 2016 - icevirtuallibrary.com
Traditional geotechnical analyses for landslides involve failure prediction (ie onset of failure)
and the design of structures that can safely withstand the applied loads. The analyses …

Material point method for coupled hydromechanical problems

K Abe, K Soga, S Bandara - Journal of Geotechnical and …, 2014 - ascelibrary.org
This paper describes a new formulation of the material point method (MPM) for solving
coupled hydromechanical problems of fluid-saturated soil subjected to large deformation. A …

[HTML][HTML] An explicit stabilised material point method for coupled hydromechanical problems in two-phase porous media

X Zheng, F Pisanò, PJ Vardon, MA Hicks - Computers and Geotechnics, 2021 - Elsevier
This paper presents a single-point Material Point Method (MPM) for large deformation
problems in two-phase porous media such as soils. Many MPM formulations are known to …

A material point-finite element (MPM-FEM) model for simulating three-dimensional soil-structure interactions with the hybrid contact method

Z Lei, B Wu, S Wu, Y Nie, S Cheng, C Zhang - Computers and Geotechnics, 2022 - Elsevier
Large deformation in soils and frictional soil-structure contact are important geotechnical
processes that should be considered when designing protective structures to cushion the …

[HTML][HTML] iGIMP: An implicit generalised interpolation material point method for large deformations

TJ Charlton, WM Coombs, CE Augarde - Computers & Structures, 2017 - Elsevier
Abstract The Material Point Method (MPM) uses a combined Eulerian-Lagrangian approach
to solve problems involving large deformations. A problem domain is discretised as material …

[HTML][HTML] Fully implicit, stabilised MPM simulation of large-deformation problems in two-phase elastoplastic geomaterials

X Zheng, F Pisanò, PJ Vardon, MA Hicks - Computers and Geotechnics, 2022 - Elsevier
Abstract The Material Point Method (MPM) has been gaining increasing popularity as an
appropriate approach to the solution of coupled hydro-mechanical problems involving large …

BFEMP: Interpenetration-free MPM–FEM coupling with barrier contact

X Li, Y Fang, M Li, C Jiang - Computer Methods in Applied Mechanics and …, 2022 - Elsevier
This paper introduces BFEMP, a new approach for monolithically coupling the Material Point
Method (MPM) with the Finite Element Method (FEM) through barrier energy-based particle …

Simulating the entire rainfall-induced landslide process using the material point method for unsaturated soil with implicit and explicit formulations

Y Yamaguchi, F Makinoshima, Y Oishi - Landslides, 2023 - Springer
Rainfall-induced landslides cause various types of damage, including damage to
infrastructure, leading to devastating economic losses and human casualties. Although …