FE-analysis of ground freezing for the construction of a tunnel cross connection

Roberto Cudmani, Siegfried Nagelsdiek

Publikation: Beitrag in Buch/Bericht/KonferenzbandKonferenzbeitragBegutachtung

6 Zitate (Scopus)

Abstract

The Finite Element Method(FEM) is used in combination with anelastic-viscoplastic constitutive model for the analysis of a ground freezing problem related to the construction of a tunnel cross connection in the city of Cologne. As the considered problem is essentially three-dimensional, but a 3D-calculation was not feasible, an approximate solution is obtained by coupling a simplified 3D-with a 2D-model. It is concluded that the FEM is an appropriated and powerful technique for the analysis of ground freezing problems. However, the time-dependent response of the frozen body, especially the evaluation of the maximum allowable standing time, can be only properly predicted if the real constitutive behavior of the frozen soil is taken into account in the calculation.

OriginalspracheEnglisch
TitelProceedings of the International Conference on Numerical Simulation of Construction Processes in Geotechnical Engineering for Urban Environment
Seiten201-210
Seitenumfang10
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-analysis of ground freezing for the construction of a tunnel cross connection“. Zusammen bilden sie einen einzigartigen Fingerprint.

Dieses zitieren