Numerical estimation of the pile toe and shaft unit resistances during the installation process in sands

• Autorzy: Konkol J.

Identyfikatory

DOI

10.1515/sgem-2015-0005

• Języki publikacji: EN

Abstrakty

EN

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.

Słowa kluczowe

EN

coupled Eulerian-Lagrangian; CEL; Abaqus; pile toe resistance; pile shaft resistance

• Wydawca: De Gruyter
• Czasopismo: Studia Geotechnica et Mechanica
• Rocznik: 2015
• Tom: Vol. 37, nr 1
• Strony: 37--44
• Opis fizyczny: Bibliogr. 19 poz., tab., rys.

Twórcy

autor

Konkol J.

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

Bibliografia

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