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 …

Calcareous sand containing weak particles originated from the deposition of skeletal
residue of marine organisms is susceptible to significant particle crushing under …

Potential catastrophic re-activations of ancient massive landslides in reservoir areas have
posed serious threats to the safety of local people and the ecological environment. Failure …

Particle finite element method (PFEM) is an effective numerical tool for solving large-
deformation problems in geomechanics. By incorporating the node integration technique …

This study presents an improved semi-implicit MPM formulation for coupled large
deformation problems in geotechnics based on the fractional step method. The main …

In this study, a simple PFEM approach for analyzing large deformation problems in
geotechnical practice is implemented in the commercial FEM package Abaqus. The main …

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 …

This study presents a new formulation of smoothed particle finite element method (SPFEM)
for dynamic problems in two-phase saturated porous media. A node integration method is …

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 …

The large deformation mechanical properties of slip zone soil play an important role in the
stability evolution of landslide. The traditional landslide stability evaluation method can only …