2010
DOI: 10.14250/cement.64.244
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Properties of Concrete Using Blast-Furnace Slag Cement Type a With Modified Chemical Composition

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Cited by 4 publications
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“…Recently, the use of industrial by-products, such as blast furnace slag (BFS), has increased in the construction industry, due to their potential to reduce CO 2 emissions (Miyasawa et al 2010;Chen et al 2012;Kumar et al 2008). Although BFS blended cement has greater longterm compressive strength and a smaller heat of hydration, it can also have lower compressive strength at early stages of curing and lower carbonation resistance (Gu et al 2014(Gu et al , 2015Cetin et al 2016;Rakhimova et al 2014Rakhimova et al , 2015Matsuka et al 2010).…”
Section: Introductionmentioning
confidence: 99%
“…Recently, the use of industrial by-products, such as blast furnace slag (BFS), has increased in the construction industry, due to their potential to reduce CO 2 emissions (Miyasawa et al 2010;Chen et al 2012;Kumar et al 2008). Although BFS blended cement has greater longterm compressive strength and a smaller heat of hydration, it can also have lower compressive strength at early stages of curing and lower carbonation resistance (Gu et al 2014(Gu et al , 2015Cetin et al 2016;Rakhimova et al 2014Rakhimova et al , 2015Matsuka et al 2010).…”
Section: Introductionmentioning
confidence: 99%
“…Blast furnace slag (BFS) has been widely used as a mineral admixture in cement and concrete in the concrete industry in order to reduce CO 2 emissions (Miyazawa et al 2010;Chen et al 2012;Kumar et al 2008). In Japan, the replacement levels of BFS are categorized into type A (5-30 wt.%), type B (30-60 wt.%), and type C (60-70 wt.%) according to the Japanese Industrial Standard (JIS).…”
Section: Introductionmentioning
confidence: 99%