FE simulations of the installation of granular columns in soft soils

T. Meier, R. Cudmani

Publikation: Beitrag in Buch/Bericht/KonferenzbandKonferenzbeitragBegutachtung

Abstract

A parametric study is conducted with the FEM and a visco-hypoplastic constitutive equation for the description of the mechanical behaviour of soft soils, in order to identify the relevant quantities leading to critical deflections (buckling) of an auger during the installation of sand-cement columns. It is concluded that the buckling load of an auger (or a pile-like structure) depends strongly on the magnitude and shape of the initial geometrical imperfections and the stiffness of the soil. The use of the undrained shear strength to judge the stability of slender pile-like structures in soft soils, as e.g. recommended by Eurocode 7, appears to be physically questionable.

OriginalspracheEnglisch
TitelProceedings of the International Conference on Numerical Simulation of Construction Processes in Geotechnical Engineering for Urban Environment
Seiten133-137
Seitenumfang5
PublikationsstatusVeröffentlicht - 2006
Extern publiziertJa
VeranstaltungInternational Conference on Numerical Simulation of Construction Processes in Geotechnical Engineering in Urban Environment - Bochum, Deutschland
Dauer: 23 März 200624 März 2006

Publikationsreihe

NameProceedings of the International Conference on Numerical Simulation of Construction Processes in Geotechnical Engineering for Urban Environment

Konferenz

KonferenzInternational Conference on Numerical Simulation of Construction Processes in Geotechnical Engineering in Urban Environment
Land/GebietDeutschland
OrtBochum
Zeitraum23/03/0624/03/06

Fingerprint

Untersuchen Sie die Forschungsthemen von „FE simulations of the installation of granular columns in soft soils“. Zusammen bilden sie einen einzigartigen Fingerprint.

Dieses zitieren