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.
CITATION STYLE
Cudmani, R., Sun, J., & Yan, W. (2018). A constitutive model for frozen granular soils. In Springer Series in Geomechanics and Geoengineering (pp. 1345–1349). Springer Verlag. https://doi.org/10.1007/978-3-319-97115-5_97
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