Add to ORKGThe construction process of diaphragm walls can lead to movements in the surrounding area that are seldom taken into account. However, these movements may be important in situations where soft soils dominate. In this paper, after briefly reviewing the state of the art on this issue, we present results of a hydromechanical simulation of the problem in a case located in deltaic soils of Barcelona. The auscultation record of the settlements of a nearby building is employed to validate the computational model. Panel length and bentonite slurry level were found to be the most influent parameters on induced displacements
The research carried out for this thesis involved a series of three dimensional finite element and a...
In this study, the finite element method (FEM) is employed in the forecasting the displacement of di...
Numerical modeling of deep excavations becomes a standard practice in modern geotechnical engineerin...
A new approach for simulating the excavation and construction of subsequent panels is proposed to in...
The scopes of this work are to study the mechanisms of load transfer and the deformations of the gro...
The scope of this work is to study the mechanisms of load transfer and the deformations of the grou...
The scope of this work is to study the mechanisms of load transfer and the deformations of the grou...
The scope of this work is to study the mechanisms of load transfer and the deformations of the grou...
The scope of this work is to study the mechanisms of load transfer and the deformations of the grou...
The scope of this work is to study the mechanisms of load transfer and the deformations of the grou...
The purpose of this research is to investigate the ground response due to diaphragm wall constructio...
The purpose of this research is to investigate the ground response due to diaphragm wall constructio...
In the framework of the construction of the high-speed railway passing through Barcelona, a large ex...
In the framework of the construction of the high-speed railway passing through Barcelona, a large ex...
Practicing engineers and researchers are becoming aware of the importance of ground movements and st...
The research carried out for this thesis involved a series of three dimensional finite element and a...
In this study, the finite element method (FEM) is employed in the forecasting the displacement of di...
Numerical modeling of deep excavations becomes a standard practice in modern geotechnical engineerin...
A new approach for simulating the excavation and construction of subsequent panels is proposed to in...
The scopes of this work are to study the mechanisms of load transfer and the deformations of the gro...
The scope of this work is to study the mechanisms of load transfer and the deformations of the grou...
The scope of this work is to study the mechanisms of load transfer and the deformations of the grou...
The scope of this work is to study the mechanisms of load transfer and the deformations of the grou...
The scope of this work is to study the mechanisms of load transfer and the deformations of the grou...
The scope of this work is to study the mechanisms of load transfer and the deformations of the grou...
The purpose of this research is to investigate the ground response due to diaphragm wall constructio...
The purpose of this research is to investigate the ground response due to diaphragm wall constructio...
In the framework of the construction of the high-speed railway passing through Barcelona, a large ex...
In the framework of the construction of the high-speed railway passing through Barcelona, a large ex...
Practicing engineers and researchers are becoming aware of the importance of ground movements and st...
The research carried out for this thesis involved a series of three dimensional finite element and a...
In this study, the finite element method (FEM) is employed in the forecasting the displacement of di...
Numerical modeling of deep excavations becomes a standard practice in modern geotechnical engineerin...