Numerical simulation of two-tier geosynthetic-reinforced-soil walls using two-phase approach

ES Hosseininia, A Ashjaee - Computers and Geotechnics, 2018 - Elsevier
In this study, the mechanical behavior of two-tier Geosynthetic-Reinforced Soil walls is
investigated numerically by using the concept of two-phase systems. Comparison of the …

Seismic bearing capacity of strip footings placed on reinforced soil slopes using slip line method

M Tarraf, ES Hosseininia - Geotextiles and Geomembranes, 2024 - Elsevier
This study investigates the seismic vertical bearing capacity of strip footings positioned on
reinforced soil structures employing a two-phase approach and the slip line method. The …

Multiphase continuum models for fiber-reinforced materials

J Bleyer - Journal of the Mechanics and Physics of Solids, 2018 - Elsevier
This contribution addresses the formulation of a generalized continuum model called
multiphase model aimed at describing more accurately the mechanical behavior of fiber …

A simplified two-phase macroscopic model for reinforced soils

ES Hosseininia, O Farzaneh - Geotextiles and Geomembranes, 2010 - Elsevier
This paper presents the formulation of a macroscopic model for reinforced soil structures in
which the interface is taken into consideration as a rigid-plastic contact. The model is …

A new method for numerical analysis of reinforced soil

Y Jie, B Zhang, G Li - Journal of Testing and …, 2012 - asmedigitalcollection.asme.org
There are two general approaches to the analysis of reinforced soil. One is to deal with the
soil and the reinforcement separately, assuming that they interact with each other through …

Stability analysis of membrane‐reinforced curved earth retaining walls, using a multiphase approach

WB Hassine, H Hassis… - International journal for …, 2009 - Wiley Online Library
The stability analysis of curved earth retaining walls, stabilized by reinforcing membranes, is
investigated by means of a multiphase model developed in the framework of the yield …

[HTML][HTML] Elastoplastic analysis of soil-structures strengthened by two-directional reinforcements using a multiphase approach

G Hassen - International journal of solids and structures, 2010 - Elsevier
A multiphase model for assessing the macroscopic behavior of earth structures reinforced by
two-dimensional inclusions in the context of elastoplasticity is presented and incorporated …

Yield Design of the Reinforced Embankment

B Zhang, XM Wang - Advanced Materials Research, 2012 - Trans Tech Publ
A frequently used technique for improving the performance of geotechnical structures
consists in incorporating into the backfill soil, during the construction process, regularly …

The stability analysis of reinforced embankments

B Zhang, X Wang - 2011 International Conference on …, 2011 - ieeexplore.ieee.org
The stability analysis of reinforced embankments is investigated by means of a multiphase
model developed in the framework of the yield design approach. According to this model …