The hyperbolic model of the soil response based on the horizontal deflection of wall towards the soil.</p
Pile foundations in earthquake-prone regions must be analyzed and designed considering the dynamic l...
In dynamic analysis, modeling of soil medium is ignored because of the infinity and complexity of th...
Some retaining structures can be designed on a temporary basis, in accordance to the geotechnical de...
Abstract:- Constitutive models of partially saturated soils have been widely used in geotechnical en...
International audienceGravity walls retaining dry soil are modeled as a system of two bodies: (a) th...
This paper presents a novel approach to the determination of passive soil pressures: using the upper...
Abstract – In this paper, three different soil constitutive models for granular soils were implement...
Visco-plastic Model for the Behaviour of Expansive SoilsVisco plastic Model for the Behaviour of Exp...
A series of cyclic triaxial loading tests with varying strain amplitude were performed on samples of...
A simplified dynamic response model is proposed based on the deformation and dynamic stress response...
Schematic shear stress-strain relationship for the hyperbolic-hysteretic soil constitutive model (q ...
Seismic analysis of structural response using simplified soil-structure interaction model
Temporary and permanent retaining structures interact with soils that are usually in unsaturated con...
International audienceMany buildings may suffer damage due to ground movements associated to undergr...
Earthquakes can damage thousands of buildings and infrastructure as well as cause the loss of thousa...
Pile foundations in earthquake-prone regions must be analyzed and designed considering the dynamic l...
In dynamic analysis, modeling of soil medium is ignored because of the infinity and complexity of th...
Some retaining structures can be designed on a temporary basis, in accordance to the geotechnical de...
Abstract:- Constitutive models of partially saturated soils have been widely used in geotechnical en...
International audienceGravity walls retaining dry soil are modeled as a system of two bodies: (a) th...
This paper presents a novel approach to the determination of passive soil pressures: using the upper...
Abstract – In this paper, three different soil constitutive models for granular soils were implement...
Visco-plastic Model for the Behaviour of Expansive SoilsVisco plastic Model for the Behaviour of Exp...
A series of cyclic triaxial loading tests with varying strain amplitude were performed on samples of...
A simplified dynamic response model is proposed based on the deformation and dynamic stress response...
Schematic shear stress-strain relationship for the hyperbolic-hysteretic soil constitutive model (q ...
Seismic analysis of structural response using simplified soil-structure interaction model
Temporary and permanent retaining structures interact with soils that are usually in unsaturated con...
International audienceMany buildings may suffer damage due to ground movements associated to undergr...
Earthquakes can damage thousands of buildings and infrastructure as well as cause the loss of thousa...
Pile foundations in earthquake-prone regions must be analyzed and designed considering the dynamic l...
In dynamic analysis, modeling of soil medium is ignored because of the infinity and complexity of th...
Some retaining structures can be designed on a temporary basis, in accordance to the geotechnical de...
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