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contributor authorKolawole J. Osinubi
contributor authorCharles M. Nwaiwu
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%28250%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46123
description abstractA statistical study of the effects of compaction delays on properties of lime-stabilized lateritic soil was conducted using two-way analysis of variance and multiple regression analysis. The reductions in mavimum dry density (MDD) and optimum moisture content (OMC) associated with compaction delays are statistically significant at the 5% level, regardless of the compactive effort employed (i.e., standard Proctor or West African Standard). The effects of compaction delays on unconfined compressive stength (UCS) are statistically significant for different compactions, lime contents, and curing. Compaction delay effects on California bearing ratio (CBR) of soil–lime mixtures are statistically significant. The
publisherAmerican Society of Civil Engineers
titleCompaction Delay Effects on Properties of Lime-Treated Soil
typeJournal Paper
journal volume18
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2006)18:2(250)
treeJournal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 002
contenttypeFulltext


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