This practical guide provides the best introduction to large deformation material point
method (MPM) simulations for geotechnical engineering. It provides the basic theory …

This paper presents numerical simulations of Cone Penetration Test (CPT) in water-
saturated soft soils taking into account pore pressure dissipation during installation. Besides …

Current numerical platforms rarely consider the effect of grain breakage in the design of
sandy soil foundations. This paper presents an enhanced platform for large deformation …

The assessment and control of ground movements during the installation of large diameter
deeply-buried (LDDB) caissons are critically important to maintain the stability of …

The installation-induced changes in the state of clayey soils caused by pile driving
processes are investigated numerically. Hydro-mechanically coupled Coupled-Eulerian …

The development of a hydro-mechanically coupled Coupled-Eulerian–Lagrangian (CEL)
method and its application to the back-analysis of vibratory pile driving model tests in water …

To solve large deformation geotechnical problems, a novel strain‐smoothed particle finite
element method (SPFEM) is proposed that incorporates a simple and effective edge‐based …

The installation process changes the state of the soil in the vicinity of a pile and therefore
influences its load-displacement behaviour during the operational phase following the …

The estimation of the bearing capacity of driven piles of offshore platform in easily crushable
sand is a big issue due to the difficulty of parameter identification. The paper proposes an …

This paper conducts a complicated coupled effective stress analysis of X-section-in-place
concrete (XCC) pile installation and consolidation processes using the dual-stage Eulerian …