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contributor authorF. H. Sayles
contributor authorT. H. W. Baker
contributor authorF. Gallavres
contributor authorH. L. Jessberger
contributor authorS. Kinosita
contributor authorA. V. Sadovskiy
contributor authorD. Sego
contributor authorS. S. Vyalov
date accessioned2017-05-08T21:13:37Z
date available2017-05-08T21:13:37Z
date copyrightMarch 1987
date issued1987
identifier other%28asce%290887-381x%281987%291%3A1%2822%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43459
description abstractThe proposed guidelines for classifying artificially frozen ground are based on the Unified Soil Classification System, with the addition of salinity evaluation. For testing frozen soils in the laboratory, it is recommended that: Axial loading strain rates be 0.1 and 1%/min; constant stress loadings for creep testing be 70, 50, 30, and 10% of the strength values obtained from the constant strain rate test performed at 1%/min; temperatures of the tests be
publisherAmerican Society of Civil Engineers
titleClassification and Laboratory Testing of Artificially Frozen Ground
typeJournal Paper
journal volume1
journal issue1
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)0887-381X(1987)1:1(22)
treeJournal of Cold Regions Engineering:;1987:;Volume ( 001 ):;issue: 001
contenttypeFulltext


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