1‐D Strain in Normally Consolidated Cohesive Soils

dc.contributor.author	Bobby O. Hardin
dc.date.accessioned	2017-05-08T20:35:21Z
dc.date.available	2017-05-08T20:35:21Z
dc.date.copyright	May 1989
dc.date.issued	1989
dc.identifier.other	%28asce%290733-9410%281989%29115%3A5%28689%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/20460
dc.description.abstract	A stress‐strain model for one‐dimensional strain in normally consolidated cohesive soils is compared to test results covering the stress range 0–950 atm. The model is called the “l/e vs.
dc.publisher	American Society of Civil Engineers
dc.title	1‐D Strain in Normally Consolidated Cohesive Soils
dc.type	Journal Paper
dc.journal.volume	115
dc.journal.issue	5
dc.journal.title	Journal of Geotechnical Engineering
dc.identifier.doi	10.1061/(ASCE)0733-9410(1989)115:5(689)
dc.tree	Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 005
dc.contenttype	Fulltext