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    Absorption and Sorptivity of Cover Concrete

    Source: Journal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 003
    Author:
    Peter A. Claisse
    ,
    Hanaa I. Elsayad
    ,
    Ibrahim G. Shaaban
    DOI: 10.1061/(ASCE)0899-1561(1997)9:3(105)
    Publisher: American Society of Civil Engineers
    Abstract: The absorption characteristics and sorptivity of cover concrete obtained by the initial surface absorption test (ISAT), the covercrete absorption test (CAT), and the sorptivity test have been studied and compared. Two types of concrete, namely ordinary portland cement (OPC) control and low water concrete (LWC) of grade 35 have been tested. The laboratory work has shown close agreement between the ISAT and sorption results but the CAT yields higher results. An analytical model has been developed based on the mechanisms of capillary suction and pressure-driven flow. In this model water entering concrete during the tests is assumed to be concentrated in a well-defined volume. This volume is fully saturated and is separated from the surrounding concrete by a wetting front at which capillary suction occurs. By applying the physical equations for capillary suction pressures and permeability the experimental results are explained in terms of the basic properties of the concrete. The model gives good agreement with the experimental results.
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      Absorption and Sorptivity of Cover Concrete

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    contributor authorPeter A. Claisse
    contributor authorHanaa I. Elsayad
    contributor authorIbrahim G. Shaaban
    date accessioned2017-05-08T22:11:50Z
    date available2017-05-08T22:11:50Z
    date copyrightAugust 1997
    date issued1997
    identifier other39436574.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73251
    description abstractThe absorption characteristics and sorptivity of cover concrete obtained by the initial surface absorption test (ISAT), the covercrete absorption test (CAT), and the sorptivity test have been studied and compared. Two types of concrete, namely ordinary portland cement (OPC) control and low water concrete (LWC) of grade 35 have been tested. The laboratory work has shown close agreement between the ISAT and sorption results but the CAT yields higher results. An analytical model has been developed based on the mechanisms of capillary suction and pressure-driven flow. In this model water entering concrete during the tests is assumed to be concentrated in a well-defined volume. This volume is fully saturated and is separated from the surrounding concrete by a wetting front at which capillary suction occurs. By applying the physical equations for capillary suction pressures and permeability the experimental results are explained in terms of the basic properties of the concrete. The model gives good agreement with the experimental results.
    publisherAmerican Society of Civil Engineers
    titleAbsorption and Sorptivity of Cover Concrete
    typeJournal Paper
    journal volume9
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1997)9:3(105)
    treeJournal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 003
    contenttypeFulltext
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