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    Analytical Solution for the Chloride Diffusivity of Hardened Cement Paste

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 005
    Author:
    Jianjun Zheng
    ,
    Xinzhu Zhou
    DOI: 10.1061/(ASCE)0899-1561(2008)20:5(384)
    Publisher: American Society of Civil Engineers
    Abstract: Due to its importance to the durability assessment and design of reinforced concrete structures located in a marine or deicing salt environment, it is essential to determine the chloride diffusivity of hardened cement paste. This paper presents an analytical solution for the chloride diffusivity of hardened cement paste. By modeling hardened cement paste as a two-phase composite material, composed of gel and capillary pores and solid cement gel, an analytical solution is derived for the chloride diffusivity of hardened cement paste based on the general effective medium theory. A parameter involved in the analytical solution is then determined by experimental calibration. After verifying the analytical solution with experimental results obtained from the literature, the effects of the water/cement ratio and the degree of hydration on the chloride diffusivity of hardened cement paste are evaluated in a quantitative manner. It is found that the chloride diffusivity of hardened cement paste with a water/cement ratio of 0.7 is three orders of magnitude larger than that with a water/cement ratio of 0.3 and that the extent to which the degree of hydration influences the chloride diffusivity of hardened cement paste is in the range of 50 to 80% when the degree of hydration varies from 0.5 to 1.0. The paper concludes that the analytical solution presented in the paper can predict the chloride diffusivity of hardened cement paste with reasonable accuracy.
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      Analytical Solution for the Chloride Diffusivity of Hardened Cement Paste

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    http://yetl.yabesh.ir/yetl1/handle/yetl/46427
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    • Journal of Materials in Civil Engineering

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    contributor authorJianjun Zheng
    contributor authorXinzhu Zhou
    date accessioned2017-05-08T21:18:31Z
    date available2017-05-08T21:18:31Z
    date copyrightMay 2008
    date issued2008
    identifier other%28asce%290899-1561%282008%2920%3A5%28384%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46427
    description abstractDue to its importance to the durability assessment and design of reinforced concrete structures located in a marine or deicing salt environment, it is essential to determine the chloride diffusivity of hardened cement paste. This paper presents an analytical solution for the chloride diffusivity of hardened cement paste. By modeling hardened cement paste as a two-phase composite material, composed of gel and capillary pores and solid cement gel, an analytical solution is derived for the chloride diffusivity of hardened cement paste based on the general effective medium theory. A parameter involved in the analytical solution is then determined by experimental calibration. After verifying the analytical solution with experimental results obtained from the literature, the effects of the water/cement ratio and the degree of hydration on the chloride diffusivity of hardened cement paste are evaluated in a quantitative manner. It is found that the chloride diffusivity of hardened cement paste with a water/cement ratio of 0.7 is three orders of magnitude larger than that with a water/cement ratio of 0.3 and that the extent to which the degree of hydration influences the chloride diffusivity of hardened cement paste is in the range of 50 to 80% when the degree of hydration varies from 0.5 to 1.0. The paper concludes that the analytical solution presented in the paper can predict the chloride diffusivity of hardened cement paste with reasonable accuracy.
    publisherAmerican Society of Civil Engineers
    titleAnalytical Solution for the Chloride Diffusivity of Hardened Cement Paste
    typeJournal Paper
    journal volume20
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2008)20:5(384)
    treeJournal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 005
    contenttypeFulltext
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