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Thermal properties<br />

The thermal parameters data in Table 6 show that both materials achieved similar values of<br />

thermal conductivity in the whole range of moisture content. This was not in a good agreement<br />

with the open porosity data in Table 3 as in general a material with higher porosity should have<br />

lower thermal conductivity. However, the differences between both materials were relatively<br />

low, within the error range of the measuring method. Also, the lowering of matrix density after<br />

1‐year as compared to the 28‐days results indicated a possible change in the composition of the<br />

porous matrix, the lowering of the open porosity then a change in the topology of the pore<br />

space which could be manifested in somewhat different way of mixing the basic phases into the<br />

resulting thermal conductivity values.<br />

The differences in specific heat capacity of both materials were in the whole moisture range<br />

relatively low, up to 10%, which was well within the error range of the measurement method.<br />

Conclusions<br />

198<br />

Type of mixture<br />

Table 6: Thermal properties of SCC after 28 days<br />

u λ c<br />

[% kg‐water/kg‐<br />

dry material] [Wm ‐1 K ‐1 ] [Jkg ‐1 K ‐1 ]<br />

SCC‐3 0.0 2.84 716<br />

SCC‐3 2.1 3.27 728<br />

SCC‐3 3.8 3.42 725<br />

SCC‐3 4.4 4.17 733<br />

SCC‐4 0.0 2.79 639<br />

SCC‐4 1.8 3.45 764<br />

SCC‐4 3.4 3.70 766<br />

SCC‐4 3.7 3.78 738<br />

The results of measurement of basic physical parameters and the hygric and thermal properties<br />

of SCC produced with cement containing blast furnace slag in this paper showed that the effect<br />

of slag was positive in a long term view. Comparing the results obtained 28 days and 1 year<br />

after mixing, the values of open porosity, water vapor diffusion coefficient and water<br />

absorption coefficient were after 1‐year significantly lower than the corresponding 28‐days data.<br />

This indicates an improvement of durability. The thermal conductivity and specific heat<br />

capacity of the studied SCC were for both time periods almost the same, within the error range<br />

of the experimental methods.<br />

The obtained data can be considered as a step towards establishment of a material database for<br />

SCC which is currently not available and which should serve for hydro‐thermo‐chemo‐<br />

mechanical models, making it possible to perform complex durability and reliability based<br />

studies of building constructions involving SCC in various applications.

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