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ALKALI-SILICA REACTIVITY IN SOUTHWESTERN ONTARIO AGGREGATES

机译:安大略省西南部骨料中的碱-硅反应性

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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)在混凝土中的碱与骨料中的反应性二氧化硅之间发生。该反应导致形成碱性硅胶,该硅胶填充了水泥基体中的孔空间,从而导致膨胀和损坏。在安大略省西南部的不同地点发现了可导致此类破坏的反应性骨料。使用X射线衍射和岩石学分析来研究此类聚集体中反应性矿物的类型。此外,在掺有反应性骨料的水泥砂浆中,研究了使用不同类型的水泥替代材料(包括碎石灰石粉,粉煤灰,硅粉和纳米二氧化硅)对ASR的影响。结果表明,通过使用适当类型和替代水平的水泥替代材料,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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