A state-of-the-art review of experimental and computational studies of granular materials: properties, advances, challenges, and future directions

P Tahmasebi - Progress in Materials Science, 2023 - Elsevier
Modeling of heterogeneous materials and media is a problem of fundamental importance to
a wide class of phenomena and systems, ranging from condensed matter physics, soft …

A state of the art review of the particle finite element method (PFEM)

M Cremonesi, A Franci, S Idelsohn, E Oñate - Archives of Computational …, 2020 - Springer
The particle finite element method (PFEM) is a powerful and robust numerical tool for the
simulation of multi-physics problems in evolving domains. The PFEM exploits the …

Two-phase PFEM with stable nodal integration for large deformation hydromechanical coupled geotechnical problems

YF **, ZY Yin - Computer Methods in Applied Mechanics and …, 2022 - Elsevier
The node-based strain smoothed particle finite element method (NS-PFEM) has a high level
of computational efficiency. However, it has not yet been extended to hydromechanical …

A stable node-based smoothed PFEM for solving geotechnical large deformation 2D problems

YF **, ZY Yin, XW Zhou, FT Liu - Computer Methods in Applied Mechanics …, 2021 - Elsevier
The strain smoothed nodal integration particle finite element method (NS-PFEM) has a high
level of computational efficiency. However, it suffers from the 'overly soft'problem. This study …

Three-dimensional large deformation modeling of landslides in spatially variable and strain-softening soils subjected to seismic loads

Y Liu, X Chen, M Hu - Canadian Geotechnical Journal, 2022 - cdnsciencepub.com
Landslide is a common dynamic large-deformation disaster of mobilized soils, which poses
a serious threat to the lives and economic properties of surrounding people. Both the strain …

A temporal stable smoothed particle finite element method for large deformation problems in geomechanics

WH Yuan, M Liu, N Guo, BB Dai, W Zhang… - Computers and …, 2023 - Elsevier
In this study, a stabilized smoothed particle finite element method (SPFEM) for modeling
nonlinear, large deformation dynamic problems in geomechanics is presented. The …

[HTML][HTML] An effective and stabilised (u− pl) SPH framework for large deformation and failure analysis of saturated porous media

Y Lian, HH Bui, GD Nguyen, A Haque - Computer Methods in Applied …, 2023 - Elsevier
Particle-based methods such as SPH have been proven to be powerful numerical tools for
addressing challenges in solving coupled large deformation and failure of porous materials …

Two-phase two-layer SNS-PFEM for hydromechanical geotechnical large deformation problems

YF **, ZY Yin, XW Zhou - Computer Methods in Applied Mechanics and …, 2024 - Elsevier
A two-phase one-layer stabilised node-based strain-smoothing Particle Finite Element
Method (SNS-PFEM) was previously proposed, but it lacked the capability to simulate water …

A novel multi-scale large deformation approach for modelling of granular collapse

H **ong, ZY Yin, F Nicot, A Wautier, M Marie, F Darve… - Acta Geotechnica, 2021 - Springer
Collapse of granular material is usually accompanied by long run-out granular flows in
natural hazards, eg rock/debris flow and snow avalanches. This paper presents a novel …

A novel coupled NS‐PFEM with stable nodal integration and polynomial pressure projection for geotechnical problems

ZY Wang, YF **, ZY Yin… - International Journal for …, 2022 - Wiley Online Library
The node‐based smoothed particle finite element method (NS‐PFEM) offers high
computational efficiency but is numerically unstable due to possible spurious low‐energy …