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contributor authorJohn M. Ting
date accessioned2017-05-08T20:33:20Z
date available2017-05-08T20:33:20Z
date copyrightJuly 1983
date issued1983
identifier other%28asce%290733-9410%281983%29109%3A7%28932%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19423
description abstractAn empirical model to describe the unconfined compressive creep behavior of frozen sands is developed. When combined with the proposed method for parameter evaluation, this model accounts for the effect of applied axial stress, ambient temperature and level of pore ice saturation and can be used reliably for data fitting and creep prediction. Comparisons indicate that this new tertiary creep model is more accurate and reliable than primary and secondary creep models.
publisherAmerican Society of Civil Engineers
titleTertiary Creep Model for Frozen Sands
typeJournal Paper
journal volume109
journal issue7
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1983)109:7(932)
treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 007
contenttypeFulltext


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