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Information Journal Paper

Title

ENGINEERING PROPERTIES OF SCC FOR AIRFIELD CONCRETE PAVEMENTS

Pages

  83-97

Abstract

 Improvements on the performance and durability aspects of AIRFIELD CONCRETE PAVEMENTs are very crucial issue for operational and safety. In this regard, SELF-CONSOLIDATING CONCRETE (SCC) mixtures proposed for this means and their engineering properties were assessed. The effects of (1) w/c ratio, (2) cement content, (3) and air-entrancement agent are designated to be assessed from the aspects of rheological, mechanical and durability properties. The results confirmed the effectiveness of air-entrained SCC mixtures for freeze-and-thaw actions. Moreover it was found that the w/c ratio and cement content could be useful in this regard.

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    APA: Copy

    HAIATI, P., ZIARI, H., & SOBHANI, J.. (2014). ENGINEERING PROPERTIES OF SCC FOR AIRFIELD CONCRETE PAVEMENTS. JOURNAL OF CONCRETE RESEARCH, 7(1), 83-97. SID. https://sid.ir/paper/197250/en

    Vancouver: Copy

    HAIATI P., ZIARI H., SOBHANI J.. ENGINEERING PROPERTIES OF SCC FOR AIRFIELD CONCRETE PAVEMENTS. JOURNAL OF CONCRETE RESEARCH[Internet]. 2014;7(1):83-97. Available from: https://sid.ir/paper/197250/en

    IEEE: Copy

    P. HAIATI, H. ZIARI, and J. SOBHANI, “ENGINEERING PROPERTIES OF SCC FOR AIRFIELD CONCRETE PAVEMENTS,” JOURNAL OF CONCRETE RESEARCH, vol. 7, no. 1, pp. 83–97, 2014, [Online]. Available: https://sid.ir/paper/197250/en

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