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contributor authorAmbarish Ghosh
contributor authorChillara Subbarao
date accessioned2017-05-08T21:17:57Z
date available2017-05-08T21:17:57Z
date copyrightFebruary 2006
date issued2006
identifier other%28asce%290899-1561%282006%2918%3A1%2818%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46101
description abstractThis paper presents the results of a laboratory investigation on tensile strength, bearing ratio, and slake durability characteristics of a class F fly ash stabilized with lime alone or in combination with gypsum. The effects of lime content (4, 6, and 10%), gypsum content (0.5 and 1.0%), and curing period (up to
publisherAmerican Society of Civil Engineers
titleTensile Strength Bearing Ratio and Slake Durability of Class F Fly Ash Stabilized with Lime and Gypsum
typeJournal Paper
journal volume18
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2006)18:1(18)
treeJournal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 001
contenttypeFulltext


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