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Numerical estimation of the pile toe and shaft unit resistances during the installation process in sands
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.
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- Accepted or Published Version
- DOI:
- Digital Object Identifier (open in new tab) 10.1515/sgem-2015-0005
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- Category:
- Articles
- Type:
- artykuły w czasopismach recenzowanych i innych wydawnictwach ciągłych
- Published in:
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Studia Geotechnica et Mechanica
no. 37,
pages 37 - 44,
ISSN: 0137-6365 - Language:
- English
- Publication year:
- 2015
- Bibliographic description:
- Konkol J.: Numerical estimation of the pile toe and shaft unit resistances during the installation process in sands// Studia Geotechnica et Mechanica. -Vol. 37., nr. 1 (2015), s.37-44
- DOI:
- Digital Object Identifier (open in new tab) 10.1515/sgem-2015-0005
- Verified by:
- Gdańsk University of Technology
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