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contributor authorC. D. Rogers
contributor authorD. I. Boardman
contributor authorG. Papadimitriou
date accessioned2017-05-08T21:17:59Z
date available2017-05-08T21:17:59Z
date copyrightApril 2006
date issued2006
identifier other%28asce%290899-1561%282006%2918%3A2%28259%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46124
description abstractThis paper aims to show that the addition of lime and lime/cement can significantly improve both the stiffness and the resistance to permanent deformation of clay soils even under adverse, though realistic, curing conditions. The AASHTO
publisherAmerican Society of Civil Engineers
titleStress Path Testing of Realistically Cured Lime and Lime/Cement Stabilized Clay
typeJournal Paper
journal volume18
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2006)18:2(259)
treeJournal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 002
contenttypeFulltext


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