An elastic-viscoplastic model for frozen soils

Publikation: Beitrag in Buch/Bericht/KonferenzbandKonferenzbeitragBegutachtung

8 Zitate (Scopus)

Abstract

Basic aspects of the time- and temperature-dependent mechanical behavior of frozen soils are discussed. Based on experimental results (Orth 1985) an elastic-viscoplastic constitutive model is developed and validated by means of unconfined strain-controlled compression and creep tests. It is concluded that in spite of its simplicity the proposed model is able to simulate the creep behavior and rate-dependent strength of frozen soils realistically.

OriginalspracheEnglisch
TitelProc. Int. Conf. on Numerical Simulation of Construction Processes in Geotechnical Eng. for Urban Environment - Numerical Modelling of Construction Processes in Geotechnical Eng. for Urban Environment
Seiten177-183
Seitenumfang7
PublikationsstatusVeröffentlicht - 2006
Extern publiziertJa
VeranstaltungInternational Conference on Numerical Simulation of Construction Processes in Geotechnical Engineering for Urban Environment - Numerical Modelling of Construction Processes in Geotechnical Engineering for Urban Environment - Bochum, Deutschland
Dauer: 23 März 200624 März 2006

Publikationsreihe

NameProc. Int. Conf. Numerical Simulation of Construction Processes in Geotechnical Eng. for Urban Environment - Numerical Modelling of Construction Processes in Geotechnical Eng. for Urban Environment

Konferenz

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

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