Alkali-activated slag & fly ash as sustainable alternatives to OPC: Sorptivity and strength development characteristics of mortar

Osama Ahmed Mohamed , Omar Najm , Eman Ahmed
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引用次数: 5

Abstract

One approach to decreasing the environmental footprint of the construction industry is to replace ordinary Portland cement (OPC) with recycled slag and fly ash activated using alkaline materials. This article presents the outcomes of an experimental study that evaluated water absorption characteristics and strength development of mortar that uses blends of alkali-activated ASTM class F slag and fly ash binders. Mortar mixes were developed using three binder combinations: 100% slag and no fly ash (S1F0), 75% slag + 25% fly ash (S3F1), and 50% slag + 50% fly ash (S1F1). Slag and fly ash binders were activated using NaOH solution with molarity ranging from 10 mol/L to 16 mol/L mixed with sodium silicate solution. Two sets of samples were created, one set was immersed in an acidic medium after casting, which represented a closed environment, and the second was left in the lab exposed to air until the test day. For mortar cured in a closed system, the highest strength development during the first seven days after casting occurred in S1F0 mortar followed by S3F1, then S1F1. The observation indicates strength development is dominated by the fast reactivity of slag during the first 7 days. The pattern is similar for all NaOH activator concentrations evaluated in this study. Mortar samples with high slag content (S1F0 and S3F1) that were cured in air experienced a decrease in strength during the 28–90 day curing phase as the strength at the age of 90 days decreased relative to the strength at 28 days. However, S1F1 gained strength during the 28–90 day phase when NaOH molarity was the highest (16 mol/L). This is due to the dissolution and activation of fly ash at high solution alkalinity which contributed to the continued increase in strength. A strong linear correlation between the square root of time (t0.5) and water absorption existed in all activated mortars evaluated in the study, except for mortar samples prepared using NaOH with high concentration and the highest ratio of Na2SiO3/NaOH. Therefore, alkali-activated slag-based mortars share similar water capillary absorption characteristics with conventional cement-based mortar. It was found that increasing the NaOH concentration increases the global warming potential (gwp) and that the mix with the least environmental impact was the S1F1 developed using the lowest NaOH concentration of 10 mol/L and 50% fly ash.

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碱活性矿渣和粉煤灰作为OPC的可持续替代品:砂浆的吸附性能和强度发展特性
减少建筑业环境足迹的一种方法是用使用碱性材料活化的再生矿渣和粉煤灰代替普通硅酸盐水泥(OPC)。本文介绍了一项实验研究的结果,该研究评估了使用碱活性ASTM F级矿渣和粉煤灰粘合剂混合物的砂浆的吸水特性和强度发展。使用三种粘结剂组合开发砂浆混合物:100%矿渣和无粉煤灰(S1F0)、75%矿渣+25%粉煤灰(S3F1)和50%矿渣+50%粉煤灰(S1 F1)。使用与硅酸钠溶液混合的摩尔浓度为10mol/L至16mol/L的NaOH溶液活化矿渣和粉煤灰粘合剂。制作了两组样品,一组在铸造后浸入酸性介质中,这代表了一个封闭的环境,另一组在实验室中暴露在空气中,直到测试日。对于在封闭系统中固化的砂浆,在浇筑后的前七天,S1F0砂浆的强度发展最高,其次是S3F1,然后是S1F1。观察表明,在最初的7天里,炉渣的快速反应性主导了强度的发展。本研究中评估的所有NaOH活化剂浓度的模式相似。在空气中养护的高矿渣含量砂浆样品(S1F0和S3F1)在28–90天的养护阶段强度下降,因为90天龄期的强度相对于28天龄期强度下降。然而,当NaOH摩尔浓度最高(16 mol/L)时,S1F1在28–90天的阶段获得了强度。这是由于粉煤灰在高溶液碱度下的溶解和活化有助于强度的持续增加。除使用高浓度和Na2SiO3/NaOH比例最高的NaOH制备的砂浆样品外,研究中评估的所有活化砂浆的时间平方根(t0.5)与吸水率之间都存在很强的线性相关性。因此,碱活性矿渣基砂浆与传统水泥基砂浆具有相似的毛细吸水特性。研究发现,增加NaOH浓度会增加全球变暖潜力(gwp),并且环境影响最小的混合物是使用最低NaOH浓度10mol/L和50%粉煤灰开发的S1F1。
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