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contributor authorNur Yazdani
contributor authorMike Bergin
contributor authorGhulam Majtaba
date accessioned2017-05-08T21:17:12Z
date available2017-05-08T21:17:12Z
date copyrightAugust 2000
date issued2000
identifier other%28asce%290899-1561%282000%2912%3A3%28212%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45646
description abstractPumping of concrete is widely used in large highway projects due to convenience and economy of placement. The short-term effects of pumping on the durability of concrete is well documented, whereas the long-term effects on concrete durability is not known. Both types of effects were studied herein through collection and testing of 73 concrete samples from the Florida Department of Transportation bridge construction sites before and after pumping. The tests performed were air content, slump, unit weight, compressive strength, rapid chloride permeability, and water permeability. The air content and the slump of concrete decreased by about 1% and 13 mm (0.5 in.) on average, respectively, due to pumping. The unit weight and compressive strength of concrete were found to increase by about 24 kg/m
publisherAmerican Society of Civil Engineers
titleEffect of Pumping on Properties of Bridge Concrete
typeJournal Paper
journal volume12
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2000)12:3(212)
treeJournal of Materials in Civil Engineering:;2000:;Volume ( 012 ):;issue: 003
contenttypeFulltext


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