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                <term xml:lang="en">Thermal treatment</term>
                <term xml:lang="en">Microcracking</term>
                <term xml:lang="en">Pore size distribution</term>
                <term xml:lang="en">Size effect</term>
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              <p>This paper questions the possibility that the measure of concrete permeability in laboratory depends in some instances on the size of the sample, i.e. that intrinsic permeability measurements exhibit a size effect. Experiments were carried out on specimens of different size (the surface interested by the ﬂow ranging from 2 × 103 to 2 × 105 mm2)ofanultra high strength concrete heated at 523.15K for 30 days. A ﬁrst campaign was made using a Cembureau permeameter, with silicon masks put on the sample's ﬂat surfaces to reduce the areas where inlet or outlet pressures apply and otherwise standard settings and procedures. A second one was made on concrete hollow cylinders of 265mm height and 350mm external diameter, ﬁxed between steel plates so as to make a canister that was ﬁlled with pressurised nitrogen (from 253 to 415 kPa in different tests) and observed during pressure decay for 2–4 days. Further Cembureau tests were made to correlate the two campaigns.Mathematical modelswere put forward to process the information gathered fromthese experiments, dealing with bending of ﬂow lines in the ﬁrst case and with unsteady ﬂow in the second, and numer- ical computations made to estimate permeability starting from boundary data measured in experiments. A general analysis, based on the extreme value theory, supported the idea that a Frechet law should be adopted to possibly describe the growth of permeability with the size of the cross-section of the ﬂow. Though explorative in principle, our results lead to the conclusion that a size effect was observed. The shape parameter of the Frechet law describing this effect was identiﬁed accordingly.</p>
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