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Effects of alkali dosage and silicate modulus on alkali-silica reaction in alkali-activated slag mortars

机译:碱剂量和硅酸盐模量对碱活性炉渣砂浆碱 - 二氧化硅反应的影响

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摘要

The effects of silicate modulus and alkali dosage on alkali-silica reaction (ASR) of alkali-activated slag (AAS) mortars are investigated under accelerated mortar bar testing conditions as specified in ASTM C1260. At a given alkali dosage, an intermediate silicate modulus with respect to highest ASR expansion is observed, which increases from 1.0 to 2.0 with increase of alkali dosage. The effect of silicate modulus on ASR expansion is found to be governed by the pore solution alkalinity. At a given higher silicate modulus such as 1.5 and 2.0 at 14 day, the ASR expansion tends to increase with increase of alkali dosage, whereas it decreases with increase of alkali dosage at a given lower silicate modulus such as 0-0.5 at 28 day. The mechanism governing the effect of alkali dosage on ASR expansion is more complicated and cannot be explained by only the pore solution alkalinity.
机译:在ASTM C1260中规定的加速砂浆条测试条件下研究了硅酸盐模量和碱剂量对碱活性炉渣(AAS)砂浆的碱 - 二氧化硅反应(ASR)。 在给定的碱剂量下,观察到相对于最高ASR膨胀的中间硅酸盐模量,从1.0增加到0. 2.0随着碱剂量的增加。 发现硅酸盐模量对ASR膨胀的影响被孔溶液碱度控制。 在14天的给定更高的硅酸盐模量如1.5和2.0,ASR膨胀随着碱剂量的增加而趋于增加,而它随着在给定的低硅酸盐模量的碱剂量增加而减少28天。 控制碱剂量对AsR膨胀的影响的机制更加复杂,并且不能仅通过孔溶液碱度解释。

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