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Title

SEMI-EXPERIMENTAL RELATION FOR PREDICTION OF FROST RESISTANCE OF NORMAL CONCRETE

Pages

  117-128

Abstract

 The freezing and thawing is one of the major problems of the concrete industry in cold climates. There are many parameters that effect the DURABILITY OF CONCRETE under freezing and thawing cycles; some of them are water content, cement content, water-to-cement ratio, curing condition, air content, and the number of freezing and thawing cycles. The aim of this study is investigation of the effects of some of these parameters to extract some experimental relation to explain the frost resistance of normal concrete (NC). To do so, the effect of three key parameters, i.e. the role of water- cement ratio (0.5, 0.6, 0.7 and 0.8) and air content (3, 4.5, 6 and 7.5%) in addition to number of FREEZE-THAW cycles was studied on the normal concrete under freezing. Totally, 288 normal concrete specimens were cast and cured; then tested based on ASTM C666B under 45, 100 and ISO cycles of freezing and thawing. Finally using the experimental data, some expressions were proposed regarding the durability of normal concrete under freezing.

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    APA: Copy

    MOSTOUFINEZHAD, D., & HOSEINIAN, S.M.. (2005). SEMI-EXPERIMENTAL RELATION FOR PREDICTION OF FROST RESISTANCE OF NORMAL CONCRETE. AMIRKABIR, 16(62-C), 117-128. SID. https://sid.ir/paper/939/en

    Vancouver: Copy

    MOSTOUFINEZHAD D., HOSEINIAN S.M.. SEMI-EXPERIMENTAL RELATION FOR PREDICTION OF FROST RESISTANCE OF NORMAL CONCRETE. AMIRKABIR[Internet]. 2005;16(62-C):117-128. Available from: https://sid.ir/paper/939/en

    IEEE: Copy

    D. MOSTOUFINEZHAD, and S.M. HOSEINIAN, “SEMI-EXPERIMENTAL RELATION FOR PREDICTION OF FROST RESISTANCE OF NORMAL CONCRETE,” AMIRKABIR, vol. 16, no. 62-C, pp. 117–128, 2005, [Online]. Available: https://sid.ir/paper/939/en

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