Large deformation finite element analysis of undrained pile installation
In this paper, a numerical undrained analysis of pile jacking into the subsoil using Abaqus software suit has been presented. Two different approaches, including traditional Finite Element Method (FEM) and Arbitrary Lagrangian–Eulerian (ALE) formulation, were tested. In the first method, the soil wa...
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doaj-8d68481942794031bcd37f5101025be22020-11-25T00:23:56ZengSciendoStudia Geotechnica et Mechanica0137-63652083-831X2016-03-01381455410.1515/sgem-2016-0005sgem-2016-0005Large deformation finite element analysis of undrained pile installationKonkol Jakub0Bałachowski Lech1Department of Geotechnics, Geology and Marine Civil Engineering, Faculty of Civil and Environmental Engineering, Gdańsk University of Technology (GUT), Gdańsk, PolandDepartment of Geotechnics, Geology and Marine Civil Engineering, Faculty of Civil and Environmental Engineering, Gdańsk University of Technology (GUT), Gdańsk, PolandIn this paper, a numerical undrained analysis of pile jacking into the subsoil using Abaqus software suit has been presented. Two different approaches, including traditional Finite Element Method (FEM) and Arbitrary Lagrangian–Eulerian (ALE) formulation, were tested. In the first method, the soil was modelled as a two-phase medium and effective stress analysis was performed. In the second one (ALE), a single-phase medium was assumed and total stress analysis was carried out. The fitting between effective stress parameters and total stress parameters has been presented and both solutions have been compared. The results, discussion and verification of numerical analyzes have been introduced. Possible applications and limitations of large deformation modelling techniques have been explained.http://www.degruyter.com/view/j/sgem.2016.38.issue-1/sgem-2016-0005/sgem-2016-0005.xml?format=INTAbaqusArbitrary Lagrangian–EulerianALEFEMPile jackingPile installationUndrained analysis |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Konkol Jakub Bałachowski Lech |
spellingShingle |
Konkol Jakub Bałachowski Lech Large deformation finite element analysis of undrained pile installation Studia Geotechnica et Mechanica Abaqus Arbitrary Lagrangian–Eulerian ALE FEM Pile jacking Pile installation Undrained analysis |
author_facet |
Konkol Jakub Bałachowski Lech |
author_sort |
Konkol Jakub |
title |
Large deformation finite element analysis of undrained pile installation |
title_short |
Large deformation finite element analysis of undrained pile installation |
title_full |
Large deformation finite element analysis of undrained pile installation |
title_fullStr |
Large deformation finite element analysis of undrained pile installation |
title_full_unstemmed |
Large deformation finite element analysis of undrained pile installation |
title_sort |
large deformation finite element analysis of undrained pile installation |
publisher |
Sciendo |
series |
Studia Geotechnica et Mechanica |
issn |
0137-6365 2083-831X |
publishDate |
2016-03-01 |
description |
In this paper, a numerical undrained analysis of pile jacking into the subsoil using Abaqus software suit has been presented. Two different approaches, including traditional Finite Element Method (FEM) and Arbitrary Lagrangian–Eulerian (ALE) formulation, were tested. In the first method, the soil was modelled as a two-phase medium and effective stress analysis was performed. In the second one (ALE), a single-phase medium was assumed and total stress analysis was carried out. The fitting between effective stress parameters and total stress parameters has been presented and both solutions have been compared. The results, discussion and verification of numerical analyzes have been introduced. Possible applications and limitations of large deformation modelling techniques have been explained. |
topic |
Abaqus Arbitrary Lagrangian–Eulerian ALE FEM Pile jacking Pile installation Undrained analysis |
url |
http://www.degruyter.com/view/j/sgem.2016.38.issue-1/sgem-2016-0005/sgem-2016-0005.xml?format=INT |
work_keys_str_mv |
AT konkoljakub largedeformationfiniteelementanalysisofundrainedpileinstallation AT bałachowskilech largedeformationfiniteelementanalysisofundrainedpileinstallation |
_version_ |
1725354910062477312 |