Palm Oil Fuel Ash and Fly Ash for a Partial Replacement of Cement in High-Quality, Environmentally Friendly Mortar as a Solution to Industrial Waste

Q2 Pharmacology, Toxicology and Pharmaceutics
Shinta Marito Siregar, S. Humaidi, N. Bukit, Erna Frida
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Abstract

This study explores the effects of incorporating palm oil fuel ash (POFA) and fly ash (FA) as partial cement substitutes on the mechanical properties and characteristics of high-quality mortar, specifically Engineered Cementitious Composites (ECC). ECC mortar was fabricated by milling POFA waste and FA through a top-down method utilizing a ball mill. The resulting material was subjected to tests for slump flow, water absorption, compressive strength, and characterized through XRF, FTIR, SEM/EDX, and XRD analyses. FTIR analysis verified the existence of Si-O and Al-O groups within the composite made of POFA-FA ECC. XRF analysis of FA and POFA showed cementitious properties, with SiO2+Al2O3+Fe2O3 exceeding 50% and CaO surpassing 10%. SEM and XRD results indicated minimal cavity formation, suggesting a high compressive strength in the mortar. Particle size distribution analysis revealed prevalent particles in the 1.5×10−1 to 2.0×10−1 μm range. The compressive strength test after 28 days, incorporating 15% FA and 10% POFA, yielded the highest strength at 59.30 MPa. The water absorption values ranged from 1.25% to 2.67%, indicating that POFA-FA assists in the cement hydration process and also serves as a filler. As a result, the material’s density is very high, leading to fewer voids formed, thus reducing the trapped water, which significantly affects the mortar’s strength.
棕榈油燃料灰和粉煤灰在高质量环保砂浆中部分替代水泥作为工业废物的解决方案
本研究探讨了掺入棕榈油燃料灰(POFA)和粉煤灰(FA)作为部分水泥替代品对高质量砂浆(特别是工程水泥基复合材料(ECC))机械性能和特性的影响。ECC 砂浆是利用球磨机通过自上而下的方法碾磨 POFA 废料和 FA 制成的。对制成的材料进行了坍落度流动性、吸水性和抗压强度测试,并通过 XRF、傅立叶变换红外光谱、扫描电镜/电子显微镜和 XRD 分析对其进行了表征。傅立叶变换红外光谱分析证实了 POFA-FA ECC 复合材料中存在 Si-O 和 Al-O 基团。FA 和 POFA 的 XRF 分析表明其具有胶凝特性,SiO2+Al2O3+Fe2O3 超过 50%,CaO 超过 10%。扫描电子显微镜(SEM)和 X 射线衍射(XRD)结果表明空洞形成极少,表明砂浆具有很高的抗压强度。粒度分布分析表明,颗粒普遍在 1.5×10-1 至 2.0×10-1 μm 范围内。在 28 天后的抗压强度测试中,掺入 15% FA 和 10% POFA 的砂浆强度最高,达到 59.30 兆帕。吸水率在 1.25% 到 2.67% 之间,这表明 POFA-FA 在水泥水化过程中起到了辅助作用,同时也起到了填充剂的作用。因此,该材料的密度非常高,形成的空隙较少,从而减少了滞留水,这对砂浆的强度有很大影响。
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来源期刊
Science and Technology Indonesia
Science and Technology Indonesia Pharmacology, Toxicology and Pharmaceutics-Pharmacology, Toxicology and Pharmaceutics (miscellaneous)
CiteScore
1.80
自引率
0.00%
发文量
72
审稿时长
8 weeks
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