Many regions of lowlands contain areas of very soft soils where large settlements are observed. Placing a fill over these areas will lead to extensive differential settlements. For this reason, reclaiming such surfaces with the aid of reinforcements is very essential. The proposed model is an elastic-plastic constitutive model derived from CANAsand model which uses a non-associated flow rule along with the concept of the state boundary surface possessing the critical and the compact state. The model is capable of simulating the surface profile of reinforced granular fill over very soft soil due to the immediate settlement. A primary ground deformation profile is evaluated prior to filling and is based on a parametric study involving variab...
Geosynthetics in the form of three-dimensional geocells has been in use for some time to improve the...
This paper describes a finite element analysis of geosynthetic reinforced embankment constructed on ...
Large settlement associated with the construction of embankments on soft soil deposits is a challeng...
ABSTRACT: In this paper, a new one-dimensional mathematical model is proposed for modelling geosynth...
AbstractThe objective of this paper is to develop a mechanical model to predict the behaviour of a m...
Abstract The objective of this paper is to develop a mechanical model to predict the behaviour of a ...
In this paper, a numerical study is undertaken on the settlement response of two nearby flexible loa...
In this paper a numerical study using the finite element method is undertaken to predict the settlem...
Laboratory model tests have been carried out using a rigid strip footing supported on dense sand ove...
In this paper, considering the plain strain conditions, a numerical study has been conducted to inve...
The effectiveness of geogrid reinforcement, placed at the base of a layer of granular fill on the su...
Abstract – In this paper, three different soil constitutive models for granular soils were implement...
This paper presents a mechanical modelling approach to determining the settlement of a geosynthetic-...
A modified Pasternak model has been proposed to predict the behavior of a circular footing resting o...
The problem related to the soft soils deposits is an important role in geotechnical works. Soft soil...
Geosynthetics in the form of three-dimensional geocells has been in use for some time to improve the...
This paper describes a finite element analysis of geosynthetic reinforced embankment constructed on ...
Large settlement associated with the construction of embankments on soft soil deposits is a challeng...
ABSTRACT: In this paper, a new one-dimensional mathematical model is proposed for modelling geosynth...
AbstractThe objective of this paper is to develop a mechanical model to predict the behaviour of a m...
Abstract The objective of this paper is to develop a mechanical model to predict the behaviour of a ...
In this paper, a numerical study is undertaken on the settlement response of two nearby flexible loa...
In this paper a numerical study using the finite element method is undertaken to predict the settlem...
Laboratory model tests have been carried out using a rigid strip footing supported on dense sand ove...
In this paper, considering the plain strain conditions, a numerical study has been conducted to inve...
The effectiveness of geogrid reinforcement, placed at the base of a layer of granular fill on the su...
Abstract – In this paper, three different soil constitutive models for granular soils were implement...
This paper presents a mechanical modelling approach to determining the settlement of a geosynthetic-...
A modified Pasternak model has been proposed to predict the behavior of a circular footing resting o...
The problem related to the soft soils deposits is an important role in geotechnical works. Soft soil...
Geosynthetics in the form of three-dimensional geocells has been in use for some time to improve the...
This paper describes a finite element analysis of geosynthetic reinforced embankment constructed on ...
Large settlement associated with the construction of embankments on soft soil deposits is a challeng...