In this article we formulate a stable computational nonlocal poromechanics model for
dynamic analysis of saturated porous media. As a novelty, the stabilization formulation …

Strain localization has been the subject of extensive theoretical and numerical studies over
the last four decades. The static and dynamic strain localization in both dry and water …

A viscoplastic model is presented for creep and strain rate behavior of soils with particular
reference to capturing drained, undrained, primary, and tertiary creep. The model is …

A numerical model based on the theory of mixtures is proposed for the nonlinear large
deformation and failure analysis of river embankments subjected to large earthquakes. The …

A 3D elasto‐plastic rate‐dependent model for rock mechanics is formulated and
implemented into a Finite Element (FE) numerical code. The model is based on the …

An edge-based smoothed point interpolation method is adopted for coupled hydro-
mechanical analysis of saturated porous media with elasto-plastic behaviour. A novel …

A diagnostic method to detect the inception of strain localization, which is based on the
singularity of a total acoustic tensor, was developed for variably saturated soils. The effective …

This paper presents a new purely viscoplastic soil model based on the subloading surface
concept with a mobile centre of homothety, enabling the occurrence of viscoplastic strains …

This is a review of the papers written by the author with co-researchers, which have been
published in Soils & Foundations and related publications. The contents of the papers are …

Numerical methods are very powerful tools for use in geotechnical engineering, particularly
in computational geotechnics. Interest is strong in the new field of multi-phase nature of …