Self-consistent extension of linear poroelasticity to overlapping scales of porosity within fluid-
saturated anisotropic materials is developed. The coefficient matrix of poromechanical …

A new technique for establishing material point method (MPM) models of soil–rock mixture
slopes was proposed to accurately analyze the large-deformation failure mechanisms of soil …

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

Abstract The Smoothed Particle Finite Element Method (SPFEM) is a powerful numerical tool
for the modelling of large deformation problems in the field of geomechanics. However, the …

The node‐based smoothed particle finite element method (NS‐PFEM) offers high
computational efficiency but is numerically unstable due to possible spurious low‐energy …

We present an open-source software RKPM2D for solving PDEs under the reproducing
kernel particle method (RKPM)-based meshfree computational framework. Compared to …

Rainfall-induced landslides cause various types of damage, including damage to
infrastructure, leading to devastating economic losses and human casualties. Although …

In this work, an advanced hypoplastic model incorporating the critical state is integrated into
smoothed particle hydrodynamics (SPH) for numerical investigation of problems with large …

We present a hybrid model/model-free data-driven approach to solve poroelasticity
problems. Extending the data-driven modeling framework originated from Kirchdoerfer and …

A coupled smoothed particle hydrodynamics (SPH) and discrete element method (DEM)
scheme is presented herein to investigate liquefaction of saturated granular deposits during …