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Using experimental results of concrete tested in accordance with ASTM C 672 and MTO LS-412 reported in the literature, a statistical analysis was carried out to evaluate the significance of several mix design variables, surface finishing, type of de-icing salt and duration of curing.
A database of experiments on high strength concrete tested in compressive fatigue is developed, and used to derive new expressions.
This study here in focuses on the use the recycled aggregates coming from old concrete tested specimens from construction sites.
Based on these tests, upper bounds were determined for the development length of the prestressed strands with a diameter of 15.2 mm for the three types of concrete tested.
Unlike classical vibrated concrete tested under the same conditions as the ones described in this paper, the SCCs evaluated here, which were mixed and/or cured under elevated temperatures, showed compressive strength results that increased not only at one day of age but were unchanged or increased at 7 and 28 days, whatever the means used to keep the self-compacting ability constant.
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