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Title

EFFECTS OF INTERFACIAL TRANSITION ZONE PERCOLATION ON TRANSPORT THROUGH CONCRETE. FACT OR MYTH?

Pages

  109-113

Abstract

 In this paper transport tests are carried out on concrete and mortars of gradually increasing Aggregate Fractions (AF) to examine the validity of ITZ PERCOLATION theory that blames the sudden increase in porosity of the mortar at a critical aggregate fraction on the joining up of the ITZs together to make a continuous path way through concrete. Test Results and their effects of the validity of the PERCOLATION theory are discussed. It is suggested that the jump in porosity at the critical aggregate fraction may be completely independent of ITZ altogether and two candidates of aggregate spacing and paste roughness have been proposed to replace ITZ PERCOLATION as the cause of this sudden increase at the critical aggregate fraction. The need for further tests have been established to elucidate the remaining ambiguities as to what exactly happens to the paste in concrete and its porosity as the volume of the aggregate is increased to and beyond critical value.

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    APA: Copy

    MAGHSOODI, V.. (2009). EFFECTS OF INTERFACIAL TRANSITION ZONE PERCOLATION ON TRANSPORT THROUGH CONCRETE. FACT OR MYTH?. AMIRKABIR, 20(20-C), 109-113. SID. https://sid.ir/paper/565626/en

    Vancouver: Copy

    MAGHSOODI V.. EFFECTS OF INTERFACIAL TRANSITION ZONE PERCOLATION ON TRANSPORT THROUGH CONCRETE. FACT OR MYTH?. AMIRKABIR[Internet]. 2009;20(20-C):109-113. Available from: https://sid.ir/paper/565626/en

    IEEE: Copy

    V. MAGHSOODI, “EFFECTS OF INTERFACIAL TRANSITION ZONE PERCOLATION ON TRANSPORT THROUGH CONCRETE. FACT OR MYTH?,” AMIRKABIR, vol. 20, no. 20-C, pp. 109–113, 2009, [Online]. Available: https://sid.ir/paper/565626/en

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