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    Effect of Pumping on Properties of Bridge Concrete

    Source: Journal of Materials in Civil Engineering:;2000:;Volume ( 012 ):;issue: 003
    Author:
    Nur Yazdani
    ,
    Mike Bergin
    ,
    Ghulam Majtaba
    DOI: 10.1061/(ASCE)0899-1561(2000)12:3(212)
    Publisher: American Society of Civil Engineers
    Abstract: Pumping 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
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      Effect of Pumping on Properties of Bridge Concrete

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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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