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ALKALI-SILICA REACTIVITY IN SOUTHWESTERN ONTARIO AGGREGATES

机译:安大略西南西南部的碱二氧化硅反应性聚集体

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Alkali-silica reaction (ASR) occurs between alkalis in concrete and reactive silica in aggregates. This reaction results in the formation of alkali-silica gel, which fills the pore space in the cementitious matrix, leading to expansion and damage. Reactive aggregates that can cause this type of damage were identified in different locations in Southwestern Ontario. X-Ray diffraction and petrographic analysis were used to investigate the type of reactive minerals in such aggregates. In addition, the effect of using different types of cement replacement-materials, including crushed limestone powder, fly ash, silica fume, and nano-silica on ASR were investigated in cement mortars incorporating the reactive aggregates. Results indicate that the expansion of mortar bars due to alkali-silica reaction can be controlled using an adequate type and substitution level of cement replacement materials.
机译:碱 - 二氧化硅反应(ASR)在聚集体中的混凝土和反应二氧化硅中的碱之间发生。该反应导致碱 - 硅胶的形成,该硅胶填充胶凝基质中的孔隙空间,导致膨胀和损伤。在安大略省西南部的不同地点中发现了可能导致这种类型损坏的反应性聚集体。 X射线衍射和岩体分析用于研究这些聚集体中的活性矿物的类型。此外,在包含反应性聚集体的水泥砂浆中,研究了使用不同类型的水泥替换材料,包括碎石灰粉,粉煤灰,二氧化硅粉丝和纳米二氧化硅。结果表明,由于水泥置换材料的适当型和取代水平,可以控制由于碱 - 二氧化硅反应引起的砂浆棒的膨胀。

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