Search
Abstract
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.
Citations
-
9
CrossRef
-
0
Web of Science
-
1 1
Scopus
Authors (2)
Cite as
Full text
- Publication version
- Accepted or Published Version
- DOI:
- Digital Object Identifier (open in new tab) 10.1515/sgem-2016-0005
- License
-
open in new tab
Keywords
Details
- Category:
- Articles
- Type:
- artykuły w czasopismach recenzowanych i innych wydawnictwach ciągłych
- Published in:
-
Studia Geotechnica et Mechanica
no. 38,
edition 1,
pages 45 - 54,
ISSN: 0137-6365 - Language:
- English
- Publication year:
- 2016
- Bibliographic description:
- Konkol J., Bałachowski L.: Large deformation finite element analysis of undrained pile installation// Studia Geotechnica et Mechanica. -Vol. 38., iss. 1 (2016), s.45-54
- DOI:
- Digital Object Identifier (open in new tab) 10.1515/sgem-2016-0005
- Verified by:
- Gdańsk University of Technology
seen 206 times