Abstract A three-dimensional (3D) numerical manifold formulation with continuous nodal
gradients (H8-CNS) is presented for dynamic analysis of saturated elasto-plastic porous …

A multiphase coupled elasto‐viscoplastic finite element analysis formulation, based on the
theory of porous media, is used to describe the rainfall infiltration process into a one …

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 …

In one-dimensional coupled seepage and deformation problems, permeability coefficients
are a function of matric suctions in unsaturated soils. Due to the presence of permeability …

Frequent failures of river embankments have occurred in the world due to heavy rains.
Heavy rainfalls bring about an increase of the ground water level within the soil as well as a …

A linear instability analysis was performed in order to investigate which variables have a
significant effect on the onset of the instability of an unsaturated viscoplastic material …

Este estudio presenta un análisis numérico del proceso de infiltración de agua en columnas
unidimensionales de suelo y suelo-geosintético bajo condiciones parcialmente saturadas …

In this study, centrifuge model tests were conducted in two earth-filled embankments with
deteriorated core and having different heights (high and low height embankment is named …

In order to improve the understanding of the influence of rainfall intensity on infiltration and
deformation behavior of unsaturated soil slopes, numerical 2D analyses are carried out by a …

This paper presents an application for the analysis of structures formed by unsaturated
layered soils subjected to rainfall and seepage flow; the results are part of a current research …