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首页> 外文期刊>Journal of materials in civil engineering >Early-Age Strength of Alkali-Activated Municipal Slag-Fly Ash-Based Geopolymer Mortar
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Early-Age Strength of Alkali-Activated Municipal Slag-Fly Ash-Based Geopolymer Mortar

机译:碱活化市政矿渣粉煤灰基地质聚合物砂浆的早期强度

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摘要

Inclusion of alkali-activated municipal slag cement-fly ash as a cement substitute can have an important outcome on the fresh mixtures and early-age strength of geopolymer mortar cured in different conditions. This study evaluates the effects of various quantities of activator on the workability and early-age strength of alkali-activated municipal slag-fly ash-based geopolymer mortar. Early-age compressive strength is measured under different curing conditions: steam curing, water curing, and air curing. In addition, early-age splitting tensile strength, flexural strength, and microstructure analysis using scanning electron microscopy (SEM) are examined for steam-cured mortar. Test results show that both curing regime and activator content in the main binder are significant factors inFLuencing the performance evaluation of fresh mixtures and early-age strength of geopolymer mortar. A standard design equation is used to predict the compressive strength, and predications of splitting tensile and FLexural strength of geopolymer mortar are calculated using another standard.
机译:包含碱活化的城市矿渣水泥-粉煤灰作为水泥替代品,对于不同条件下固化的地聚合物砂浆的新鲜混合物和早期强度具有重要意义。本研究评估了各种活化剂对碱活化市政矿渣-粉煤灰基地质聚合物砂浆的可加工性和早期强度的影响。在不同的固化条件下测量早期抗压强度:蒸汽固化,水固化和空气固化。此外,检查了蒸汽固化砂浆的早期劈裂抗张强度,挠曲强度和使用扫描电子显微镜(SEM)的微观结构分析。试验结果表明,主要粘结剂的固化方式和活化剂含量均是影响新鲜混合物性能评估和地聚合物砂浆早期强度的重要因素。使用标准设计方程式来预测抗压强度,并使用另一个标准来计算地质聚合物砂浆的抗拉强度和折线强度的预测值。

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