Properties of Palm Oil Ash Geopolymer Containing Alumina Powder and Field Para Rubber Latex

Abideng Hawa, Preecha Salaemae, Akkadath Abdulmatin, Krittiya Ongwuttiwat, Woraphot Prachasearee
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Abstract

Most geopolymer binder is produced using raw materials comprising powder with high silica and alumina content. Additionally, fine aggregate is prepared with river sand for high bulk density. This research proposes using palm oil ash (POA) for the main binder and palm oil clinker (POC) for the fine aggregate. The chemical composition of POA has high levels of silica but low alumina, so it must undergo partial replacement with alumina powder (AP). POA and POC are waste by-products of electrical power plants. The properties to be investigated include compressive strength, bulk density, water absorption, and microstructure. The effect of mixture composition, i.e., POA and field Para rubber latex (FPRL), on those properties is of particular interest. POA was substituted by AP and FPRL at 2.5%, 5%, 7.5%, and 10%, and at 1%, 3%, 5%, and 10%, respectively. Geopolymer mortars were cured at ambient temperature for 24 hours and kept at ambient temperature until testing. The compressive strengths of the geopolymer mortars were tested at 1, 7, and 28 days. The results showed that the optimal mixture consisted of 5% AP in the case of AP only and 1% FPRL in the case of FPRL only, while the ternary optimal mixture of 1% FPRL and 7.5% AP achieved higher compressive strengths than the control (CT) sample at 28.16, 19.98, and 25.30 MPa, respectively, after 28 days of curing. Bulk density increased with the addition of AP and FPRL. The microstructures of the geopolymer samples investigated using SEM-EDX showed the presence of different elements with different mixtures and displayed a dense, compact geopolymer matrix with high compressive strength. Using large amounts of POA in combination with AP and FPRL improved the environmental aspects of landfill disposal. Doi: 10.28991/CEJ-2023-09-05-017 Full Text: PDF
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含氧化铝粉和田间对位胶乳的棕榈油灰分地聚合物的性能
大多数地聚合物粘结剂是用含有高硅和高铝含量的粉末的原料生产的。此外,用河砂配制细骨料,具有较高的堆积密度。本研究提出以棕榈油灰分(POA)为主要粘结剂,棕榈油熟料(POC)为细骨料。POA的化学成分硅含量高,氧化铝含量低,因此必须用氧化铝粉(AP)部分替代。POA和POC是发电厂的废物副产品。要研究的性能包括抗压强度、体积密度、吸水率和微观结构。混合成分的影响,即POA和场对位橡胶乳胶(FPRL),对这些性能特别感兴趣。AP和FPRL分别以2.5%、5%、7.5%和10%以及1%、3%、5%和10%取代POA。地聚合物砂浆在常温下固化24小时,并在常温下保持至试验。在1、7、28天测试了地聚合物砂浆的抗压强度。结果表明:在仅添加AP时,掺5% AP;在仅添加FPRL时,掺1% FPRL;在养护28 d后,掺1% FPRL和7.5% AP的三元优化混合物的抗压强度分别达到28.16、19.98和25.30 MPa,高于对照(CT)样品。随着AP和FPRL的加入,堆积密度增加。利用SEM-EDX对地聚合物样品的微观结构进行了研究,发现不同元素以不同的混合物存在,呈现出致密、致密、抗压强度高的地聚合物基质。将大量的POA与AP和FPRL结合使用,可改善堆填区的环境问题。Doi: 10.28991/CEJ-2023-09-05-017全文:PDF
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来源期刊
Open Civil Engineering Journal
Open Civil Engineering Journal Engineering-Civil and Structural Engineering
CiteScore
1.90
自引率
0.00%
发文量
17
期刊介绍: The Open Civil Engineering Journal is an Open Access online journal which publishes research, reviews/mini-reviews, letter articles and guest edited single topic issues in all areas of civil engineering. The Open Civil Engineering Journal, a peer-reviewed journal, is an important and reliable source of current information on developments in civil engineering. The topics covered in the journal include (but not limited to) concrete structures, construction materials, structural mechanics, soil mechanics, foundation engineering, offshore geotechnics, water resources, hydraulics, horology, coastal engineering, river engineering, ocean modeling, fluid-solid-structure interactions, offshore engineering, marine structures, constructional management and other civil engineering relevant areas.
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