In this study, a stabilized smoothed particle finite element method (SPFEM) for modeling
nonlinear, large deformation dynamic problems in geomechanics is presented. The …

The commercialization of biomass-derived energy is impeded by flowability challenges
arising from the feeding and handling of granular biomass materials in full-scale …

This study presents the first application of the edge-based smoothed point interpolation
method (ESPIM) for adaptive analysis of coupled elasto-plastic problems in saturated …

Node-based smoothed finite element (NS-FEM) formulations for the coupled hydro-
mechanical problem are now becoming popular in soil mechanics, but there has been …

Soil layering modifies cone penetration measurements when the cone is close to layer
boundaries. Transition zone and thin-layer effects appear, complicating interpretation. To …

In this study, we present a novel nodal integration-based particle finite element method (N-
PFEM) designed for the dynamic analysis of saturated soils. Our approach incorporates the …

The pull-out capacity of plate anchor is significantly impacted by the embedment loss during
keying, necessitating its prior estimation. The soil surrounding the anchor undergoes …

Focusing on the stability of loose deposits slopes, a deep learning-based early warning
method is proposed to predict the slope displacements along the monitoring depth at the …

The study presented in this paper aims to advance the current understanding of Rock
Anchor (RA) performance under axial loading through large deformation numerical …

Numerical modeling of granular biomass material flow in handling operations is
indispensable to decipher flow upsets, commonly manifested as clogging and jamming in …