<abstract xmlns="http://www.w3.org/1999/xhtml"><p>Numerical simulations of a pile jacking were carried out. A Coupled Eulerian-Lagrangian (CEL) formulation was used to treat with large deformation problems. An Abaqus, a commercial Finite Element Method software suit, was used as a computing environment. The Mohr-Coulomb constitutive model was applied and the Coulomb model of friction was used to describe pile-soil interaction. Calculations were made for three different pile diameters. Toe and shaft unit resistances versus depth for each pile were investigated and plotted. CPT-based solutions were compared with the results of numerical simulations.</p></abstract>

Numerical simulations of a pile jacking were carried out. A Coupled Eulerian-Lagrangian (CEL) formulation was used to treat with large deformation problems. An Abaqus, a commercial Finite Element Method software suit, was used as a computing environment. The Mohr-Coulomb constitutive model was applied and the Coulomb model of friction was used to describe pile-soil interaction. Calculations were made for three different pile diameters. Toe and shaft unit resistances versus depth for each pile were investigated and plotted. CPT-based solutions were compared with the results of numerical simulations.

Numerical Estimation of the Pile Toe and Shaft Unit Resistances During the Installation Process in Sands

Department of Geotechnics, Geology and Marine Civil Engineering, Faculty of Civil and Environmental Engineering, Gdańsk University of Technology (GUT), Gdańsk, Poland

Studia Geotechnica et Mechanica

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Numerical simulations of a pile jacking were carried out. A Coupled Eulerian-Lagrangian (CEL) formulation was used to treat with large deformation problems. An...

Numerical Estimation of the Pile Toe and Shaft Unit Resistances During the Installation Process in Sands

Publicado en línea: 27 mar 2015

Páginas: 37 - 44

DOI: https://doi.org/10.1515/sgem-2015-0005

Palabras clave
Coupled Eulerian-Lagrangian (CEL), Abaqus, pile toe resistance, pile shaft resistance

© by Jakub Konkol

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Numerical Estimation of the Pile Toe and Shaft Unit Resistances During the Installation Process in Sands

Publicado en línea: 27 mar 2015

Páginas: 37 - 44

DOI: https://doi.org/10.1515/sgem-2015-0005

Palabras claveCoupled Eulerian-Lagrangian (CEL), Abaqus, pile toe resistance, pile shaft resistance

© by Jakub Konkol

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Palabras clave
Coupled Eulerian-Lagrangian (CEL), Abaqus, pile toe resistance, pile shaft resistance