Many problems in geotechnical engineering involve large movements or rotations,
examples include natural processes such as landslides, and man-made processes such as …

The possibilities of the particle finite element method (PFEM) for modeling geotechnical
problems are increasingly evident. PFEM is a numerical approach to solve large …

Abstract 3D Concrete Printing (3DCP) is a rapidly evolving technology that allows for the
efficient and accurate construction of complex concrete objects. In this paper, a numerical …

The use of stress–deformation analyses to evaluate the characteristics of possible static
liquefaction events is rapidly becoming the norm for tailings dams exposed to such risk …

The paper presents a finite deformation, isotropic hardening, non–associative elastic–plastic
constitutive model (FD _ Milan model) for describing the mechanical behavior of a wide …

The paper presents a comprehensive set of simulations of the cone penetration test with
pore pressure measurements (CPTu test) in brittle, potentially liquefiable, soils using …

This paper presents a methodology to simulate the strain-softening-hardening response of
sensitive clays when subjected to extensive remoulding. A non-local strain-softening …

This paper presents a model for the numerical simulation of cone penetration in structured
soil under undrained conditions based on the Particle Finite Element Method. An extended …

This paper investigates the implementation of a nonlocal regularisation of the material point
method to mitigate mesh-dependency issues for the simulation of large deformation …

In this study, we propose a mechanical model for Polyamide 6 (PA6) having different
crystalline structures. Our latest experimental study on the tensile tests of PAs obtained from …