Strength Degradation Mechanisms of Structural Loess Subject to Dry–Wet and Freeze–Thaw Cycles

dc.contributor.author	Wang, Xiaochan
dc.contributor.author	Zhi, Bin
dc.contributor.author	Liu, Enlong
dc.contributor.author	Wang, Pan
dc.date.accessioned	2026-08-20T10:46:11Z
dc.date.available	2026-08-20T10:46:11Z
dc.date.copyright	2026/04/10
dc.date.issued	2026
dc.identifier.other	JCRGEI.CRENG-1077.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4311234
dc.description.abstract	Abstract Structural loess is highly susceptible to structural deterioration and strength degradation under alternating dry–wet (DW) and freeze–thaw (FT) cycles, posing a significant threat to the long-term stability of loess slopes. To clarify the ...
dc.publisher	American Society of Civil Engineers
dc.title	Strength Degradation Mechanisms of Structural Loess Subject to Dry–Wet and Freeze–Thaw Cycles
dc.type	Journal Article
dc.journal.volume	40
dc.journal.issue	2
dc.journal.title	Journal of Cold Regions Engineering
dc.identifier.doi	10.1061/JCRGEI.CRENG-1077
dc.journal.fristpage	04026020-1
dc.journal.lastpage	04026020-11
dc.page	11
dc.tree	Journal of Cold Regions Engineering:;2026:;Volume ( 040 ):;issue: 002
dc.contenttype	Fulltext