@inproceedings{2b28ce59c0b34476943dbd671f6f3179,
title = "A constitutive model for frozen granular soils",
abstract = "In this contribution, an elastic-viscoplastic constitutive model of the Maxwell-Type to describe the time-dependent behavior of frozen soils is proposed based on results of unconfined and triaxial creep tests and strain rate-controlled compression tests from Orth (1985). The model is able to capture essential features of the behavior of frozen soils, as temperature-, rate- and mean-pressure-dependence for quasi-monotonic loading realistically, including the creep-failure-type observed in frozen soils under constant deviator stresses. The model has been validated by means of experimental data of a frozen sand and used to predict creep and rate-dependent behavior of frozen soils for monotonic loading.",
keywords = "Constitutive modelling, Frozen soils",
author = "Roberto Cudmani and Jian Sun and Wei Yan",
note = "Publisher Copyright: {\textcopyright} Springer Nature Switzerland AG 2018.; China-Europe Conference on Geotechnical Engineering, 2016 ; Conference date: 13-08-2016 Through 16-08-2016",
year = "2018",
doi = "10.1007/978-3-319-97115-5_97",
language = "English",
isbn = "9783319971148",
series = "Springer Series in Geomechanics and Geoengineering",
publisher = "Springer Verlag",
pages = "1345--1349",
editor = "Wei Wu and Hai-Sui Yu",
booktitle = "Springer Series in Geomechanics and Geoengineering",
}