Temperature and Freeze-Thaw Effects on Dynamic Properties of Fine-Grained Soils

dc.contributor.author	Yu Zhang
dc.contributor.author	J. Leroy Hulsey
dc.date.accessioned	2017-05-08T22:08:23Z
dc.date.available	2017-05-08T22:08:23Z
dc.date.copyright	June 2015
dc.date.issued	2015
dc.identifier.other	32266121.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/72127
dc.description.abstract	Consider that the Mable Creek silt in central Alaska liquefied during the November 2002 earthquake. Subsequently, frozen samples of these fine-grained soils were retrieved for laboratory study. This paper presents the influence on dynamic properties by temperature changes from below freezing to near freezing, and by freeze-thaw cycles. Sample temperature change was simulated by gradually applying the increasing temperatures of
dc.publisher	American Society of Civil Engineers
dc.title	Temperature and Freeze-Thaw Effects on Dynamic Properties of Fine-Grained Soils
dc.type	Journal Paper
dc.journal.volume	29
dc.journal.issue	2
dc.journal.title	Journal of Cold Regions Engineering
dc.identifier.doi	10.1061/(ASCE)CR.1943-5495.0000077
dc.tree	Journal of Cold Regions Engineering:;2015:;Volume ( 029 ):;issue: 002
dc.contenttype	Fulltext