Evaluating the impact of reducing POFA’s particle fineness on its pozzolanic reactivity and mortar strength

IF 3.4 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY
Yu Xuan Liew, Siti Asmahani Saad, N. Anand, Kong Fah Tee, Siew Choo Chin
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Abstract

This paper presents the effect of size reduction of palm oil fuel ash (POFA) in the nanoscale to improve the mortar strength. In this work, three different particle sizes of POFA prepared using the LA abrasion machine were used as a cement replacement. The physical and chemical properties, mineralogy, and morphology of all POFA specimens were studied. The effect of size reduction on the pozzolanic reactivity of POFA is also studied. The mortar mix design that contained micro and nano POFA was prepared and evaluated for its compressive and flexural properties at the ages of 7, 28, 56, and 90 days. Response surface methodology was used to evaluate the relationship between the factors (cement replacement) and responses (compressive and flexural strength), aiming to find the best mix design. The grinding method in this work produced POFA as small as 110 nm. The nano POFAs were observed to have better pozzolanic reactivity compared to micro POFA. The results show that nano POFA increased the mortar strength activity index by up to 20% compared to micro POFA. The best mix design was found using a combination of 10 and 3% of micro and nano POFA as cement replacement. The best mix design shows excellent early compressive strength (7 days) compared to other mixes, although the difference in long-term compressive strength is insignificant. Similar findings were observed for the flexural strength, whereby the best mix design was obtained using a combination of 10 and 3% of micro and nano POFA. This work may provide useful insight into the effect of size reduction on the pozzolanic reactivity of POFA.

评估降低 POFA 颗粒细度对其水泥反应活性和砂浆强度的影响
本文介绍了纳米级棕榈油燃料灰(POFA)粒度减小对提高砂浆强度的影响。在这项工作中,使用 LA 研磨机制备了三种不同粒径的 POFA 作为水泥替代品。研究了所有 POFA 试样的物理和化学特性、矿物学和形态学。此外,还研究了减小粒度对 POFA 水青反应活性的影响。制备了含有微米级和纳米级 POFA 的砂浆混合设计,并对其在 7、28、56 和 90 天龄期的抗压和抗折性能进行了评估。采用响应面方法评估了因素(水泥替代物)与响应(抗压和抗折强度)之间的关系,旨在找到最佳的混合设计。这项工作中的研磨方法产生的 POFA 小至 110 nm。与微米级 POFA 相比,纳米级 POFA 具有更好的胶凝反应活性。结果表明,与微量 POFA 相比,纳米 POFA 可使砂浆强度活性指数提高 20%。使用 10% 和 3% 的微米级和纳米级 POFA 作为水泥替代品的混合设计最佳。与其他混合料相比,最佳混合料设计显示出优异的早期抗压强度(7 天),尽管长期抗压强度的差异并不显著。在抗折强度方面也观察到了类似的结果,使用 10% 和 3% 的微米级和纳米级 POFA 组合获得了最佳的混合设计。这项研究可以帮助我们深入了解粒度减小对 POFA 的胶凝反应性的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
8.60
自引率
0.00%
发文量
1
审稿时长
13 weeks
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