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Information Journal Paper

Title

MECHANICAL BEHAVIOR OF CONCRETE WITH WATERGLASS

Pages

  41-49

Abstract

 Use of WATERGLASS in CONCRETE is limited to shotcrete for vertical faces and over head in tunnels. This material influences the time of setting and also the strength of CONCRETE. In this study, the compressive and tensile strength and the MODULUS OF ELASTICITY for 7, 28 and 90 days old CONCRETE specimens were determined. A total of 216 CONCRETE cylindrical 150×300 mm specimens using 12 different CONCRETE mixes with water- to- cement ratios of 0.4, 0.5 and 0.6 and WATERGLASS- to- cement ratios of 0.0, 0.03, 0.06 and 0.09 were tested. Due to chemical reaction between sodium silicate (waterglass) and CONCRETE ingredients, adhesion of CONCRETE mix occurred before initial set of CONCRETE. It was observed that adding WATERGLASS to CONCRETE causes a reduction in compressive and tensile strength, however the ultimate strain at failure increases, leading to a more ductile CONCRETE.

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  • Cite

    APA: Copy

    MOSTOUFINEZHAD, D., & GHARI GHORAN, A.R.. (2006). MECHANICAL BEHAVIOR OF CONCRETE WITH WATERGLASS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), 32(1 (42) CIVIL ENGINEERING), 41-49. SID. https://sid.ir/paper/43860/en

    Vancouver: Copy

    MOSTOUFINEZHAD D., GHARI GHORAN A.R.. MECHANICAL BEHAVIOR OF CONCRETE WITH WATERGLASS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2006;32(1 (42) CIVIL ENGINEERING):41-49. Available from: https://sid.ir/paper/43860/en

    IEEE: Copy

    D. MOSTOUFINEZHAD, and A.R. GHARI GHORAN, “MECHANICAL BEHAVIOR OF CONCRETE WITH WATERGLASS,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), vol. 32, no. 1 (42) CIVIL ENGINEERING, pp. 41–49, 2006, [Online]. Available: https://sid.ir/paper/43860/en

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