Add to ORKGThis document presents the analysis with CODE_BRIGHT finite element program of a geotechnical case. The problem analyzed is related to a mechanical analysis of soilstructure interaction considering different alternatives for the foundation of a bridge in El Prat de Llobregat (Highway A-2). The comparison of displacements shows that an alternative solution using shallow foundations can be considered in addition to the originally proposed, composed by sheet walls
The purpose of this paper is to show experience and efforts to solve real site problem for proper fo...
The paper presents the analysis of foundation of the road bridge. The numerical calculation of the b...
The Mindlin`s theory for the bending of plates is formulated by the finite elements method in order ...
This document presents the analysis with CODE_BRIGHT finite element program of a geotechnical case. ...
The loads on structures and infrastructures as well as their self-weight are as a set of forces that...
This paper is about the assessment of masonry arch bridges in the Netherlands, whether or not founde...
Study of displacements of a bridge abutment using FEMpotential to increase foundation bearing capaci...
Abstract: The paper presents the role and the importance of interactive approach to geotechnical des...
The railway line in Kiruna is planed to be moved before year 2012 due to expected cracking in the ...
In the practical seismic analysis for the project of South Park Bridge Replacement, the caisson foun...
This work presents the geotechnical problems occurring in the interaction area between road embankme...
The paper describes a new approach and its practical implementation for the analysis of the inelasti...
The elastic plastic finite element analyses of two case histories are illustrated. They concern, re-...
Cisomang bridge is one of the bridges connecting Jakarta and Bandung through Cikampek-Padalarang (Ci...
This paper aims to study the bearing capacity of a shallow foundation on rock mass, considering the ...
The purpose of this paper is to show experience and efforts to solve real site problem for proper fo...
The paper presents the analysis of foundation of the road bridge. The numerical calculation of the b...
The Mindlin`s theory for the bending of plates is formulated by the finite elements method in order ...
This document presents the analysis with CODE_BRIGHT finite element program of a geotechnical case. ...
The loads on structures and infrastructures as well as their self-weight are as a set of forces that...
This paper is about the assessment of masonry arch bridges in the Netherlands, whether or not founde...
Study of displacements of a bridge abutment using FEMpotential to increase foundation bearing capaci...
Abstract: The paper presents the role and the importance of interactive approach to geotechnical des...
The railway line in Kiruna is planed to be moved before year 2012 due to expected cracking in the ...
In the practical seismic analysis for the project of South Park Bridge Replacement, the caisson foun...
This work presents the geotechnical problems occurring in the interaction area between road embankme...
The paper describes a new approach and its practical implementation for the analysis of the inelasti...
The elastic plastic finite element analyses of two case histories are illustrated. They concern, re-...
Cisomang bridge is one of the bridges connecting Jakarta and Bandung through Cikampek-Padalarang (Ci...
This paper aims to study the bearing capacity of a shallow foundation on rock mass, considering the ...
The purpose of this paper is to show experience and efforts to solve real site problem for proper fo...
The paper presents the analysis of foundation of the road bridge. The numerical calculation of the b...
The Mindlin`s theory for the bending of plates is formulated by the finite elements method in order ...