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- W1907172091 abstract "The effectiveness of one ground granulated blast furnace slag, two condensed silica fumes, and three pulverized fly ashes has been evaluated in the presence of 2 very alkali-silica reactive aggregates from Canada, a siliceous limestone and a rhyolitic tuff. Based on the results, the ASTM C441 test is not recommended for assessing the effectiveness of mineral admixtures in suppressing expansion due to alkali-aggregate reaction, unless acocount is taken of a number of modifications concerning mix design and performance criteria. The details are given of the study and results. It is recommended that conservative limits be used when conducting laboratory tests on concrete specimens, and that the tests be extended to at least 2 years. The mineral admixture under study should be used in amounts such that expansion never exceeds 0.04% in the long term. A more conservative and more recommended performance criterion is to obtain expansion in the long term that is similar to that of a control made with a low-alkali cement and containing no mineral admixture." @default.
- W1907172091 created "2016-06-24" @default.
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- W1907172091 date "1992-01-01" @default.
- W1907172091 modified "2023-10-15" @default.
- W1907172091 title "Evaluation of Testing Methods Used for Assessing the Effectiveness of Mineral Admixtures in Suppressing Expansion due to Alkali-Aggregate Reaction" @default.
- W1907172091 doi "https://doi.org/10.14359/2047" @default.
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