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contributor authorDjaouida Chenaf
contributor authorNicolas Stämpfli
contributor authorRobert P. Chapuis
date accessioned2017-05-08T21:41:19Z
date available2017-05-08T21:41:19Z
date copyrightSeptember 2013
date issued2013
identifier other%28asce%29ee%2E1943-7870%2E0000002.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59399
description abstractContamination of permafrost by hydrocarbons is an important issue in northern regions. In addition to harmful environmental impacts, diesel-fuel spills in permafrost associated with vehicle-storage areas, storage tanks, and pipelines can also lead to loss of strength of the frozen soils. Investigations of the reduction in strength of contaminated frozen soils have typically been restricted to salt contamination. However, the mechanical behavior of diesel-contaminated frozen soils may vary from that of salt-contaminated frozen soils. This paper presents the results of two series of unconfined uniaxial compression tests on artificial (laboratory produced) diesel-contaminated and uncontaminated frozen silty-soil specimens at two different temperatures (
publisherAmerican Society of Civil Engineers
titleUniaxial Compression Tests on Diesel-Contaminated Frozen Silty-Soil Specimens
typeJournal Paper
journal volume27
journal issue3
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)CR.1943-5495.0000056
treeJournal of Cold Regions Engineering:;2013:;Volume ( 027 ):;issue: 003
contenttypeFulltext


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