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Consider next the limit of dilute sand concentrations. The composite conductivity in this regime contains important information about the conductivity and size of the interfacial zone. This is the case because exact analytical calculations can be made of the influence of a few sand grains (each of which is surrounded by an interfacial shell) placed in a matrix. For the composite to be considered to be in the dilute limit, the volume fraction of spherical inclusions must be small enough so that particles can be treated individually and do not affect each other.
Consider mono-size spherical particles of conductivity σ1 and radius b, each surrounded by a concentric shell of thickness h and conductivity σ2 , and all embedded in a matrix of conductivity σ3 . If the volume fraction of sand grains is denoted by c, then the composite conductivity, σ, will satisfy an equation of the form σ / σ3 = 1 + m c + O(c2 ), where [6]
To make the connection to our mortar problem, let σ1 = 1, h = the interfacial zone thickness, σ2 = σs (interfacial zone conductivity), and σ3 = σp (bulk cement paste conductivity). For the random mortar model, or indeed for a real mortar, there is a size distribution of sand grain radii {bi}, while the value of h is fixed. That implies that the slope mi for each kind of particle will be a function of bi, because the parameter [(bi + h)/bi]3 will be different for each particle. In a system with N different sand particle sizes, each with volume fraction ci (Σi ci = c) , we have
Using the sand particle size distribution given in
Table 1 (second column) we can find the
value of
Figure 6 shows a graph of this average slope
Figure 6: The exact initial slope of the conductivity, in the limit of dilute sand concentration, is shown as a function of σs / σp for the sand size distribution (see Table 1) of the random model.