S. Wattanasiriwech, Chalermphan Naratha, D. Wattanasiriwech
{"title":"Mechanical Properties of Fly Ash Geopolymer with Macadamia Nutshell\nAggregates","authors":"S. Wattanasiriwech, Chalermphan Naratha, D. Wattanasiriwech","doi":"10.2174/0126661454307041240529113606","DOIUrl":null,"url":null,"abstract":"\n\nMacadamia nuts find widespread use in cuisine, cosmetics,\nand healthcare products, leaving behind a substantial amount of nutshell residue posthulling. Capitalizing on the remarkable compressive strength inherent in macadamia\nnutshell (MS) compared to other plant shells, this study investigates the utilization of\nMS as a partial aggregate replacement in fly ash-based geopolymer composites for\nsustainable construction applications, highlighting the need to optimize the content\nfor balanced mechanical properties.\n\n\n\nThe effects of MS content (0%, 20%, 25%, and 30%) on the mechanical\nproperties (compressive and flexural strength), density, water absorption, and thermal\nresistance of the composites were evaluated. Results indicated that the compressive\nand flexural strength of plain geopolymer increased with rising NaOH concentrations.\n\n\n\nHowever, an increase in MS content led to a decline in the flexural strength of\nthe composites due to the brittle nature of the aggregate. Conversely, the compressive\nstrength of 20% MS mix displayed a similar trend to plain geopolymer, while 25%\nand 30% MS mixes exhibited an inferior trend. Scanning electron microscopy revealed that the adhesion between geopolymer and MS resulted from a physical interlocking mechanism. While the compressive strength of plain geopolymer improved\nafter heat treatment at 400°C, a noticeable deterioration was observed in the composites with MS aggregate.\n\n\n\nNotably, 20% MS and 25% MS mixes (at 4M and 6M) demonstrated\nsuitable compressive strength (16.54-22.50 MPa) and density (1.20-1.26 g/cm3\n) to\nserve as load-bearing components in accordance with ASTM C90 standard.\n","PeriodicalId":36699,"journal":{"name":"Current Materials Science","volume":"109 4","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-06-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Current Materials Science","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2174/0126661454307041240529113606","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Macadamia nuts find widespread use in cuisine, cosmetics,
and healthcare products, leaving behind a substantial amount of nutshell residue posthulling. Capitalizing on the remarkable compressive strength inherent in macadamia
nutshell (MS) compared to other plant shells, this study investigates the utilization of
MS as a partial aggregate replacement in fly ash-based geopolymer composites for
sustainable construction applications, highlighting the need to optimize the content
for balanced mechanical properties.
The effects of MS content (0%, 20%, 25%, and 30%) on the mechanical
properties (compressive and flexural strength), density, water absorption, and thermal
resistance of the composites were evaluated. Results indicated that the compressive
and flexural strength of plain geopolymer increased with rising NaOH concentrations.
However, an increase in MS content led to a decline in the flexural strength of
the composites due to the brittle nature of the aggregate. Conversely, the compressive
strength of 20% MS mix displayed a similar trend to plain geopolymer, while 25%
and 30% MS mixes exhibited an inferior trend. Scanning electron microscopy revealed that the adhesion between geopolymer and MS resulted from a physical interlocking mechanism. While the compressive strength of plain geopolymer improved
after heat treatment at 400°C, a noticeable deterioration was observed in the composites with MS aggregate.
Notably, 20% MS and 25% MS mixes (at 4M and 6M) demonstrated
suitable compressive strength (16.54-22.50 MPa) and density (1.20-1.26 g/cm3
) to
serve as load-bearing components in accordance with ASTM C90 standard.
澳洲坚果被广泛用于烹饪、化妆品和保健品,脱壳后会留下大量果壳残渣。与其他植物壳相比,澳洲坚果壳(MS)具有显著的抗压强度,本研究利用澳洲坚果壳作为粉煤灰基土工聚合物复合材料的部分骨料替代品,研究了其在可持续建筑应用中的应用,强调了优化其含量以平衡力学性能的必要性。结果表明,随着 NaOH 浓度的增加,普通土工聚合物的抗压和抗折强度也随之增加,但由于骨料的脆性,MS 含量的增加会导致复合材料抗折强度的下降。相反,20% MS 混合物的抗压强度与普通土工聚合物的趋势相似,而 25% 和 30% MS 混合物的趋势较差。扫描电子显微镜显示,土工聚合物与 MS 之间的粘附是由物理互锁机制产生的。值得注意的是,20% MS 和 25% MS 混合物(4M 和 6M)的抗压强度(16.54-22.50 兆帕)和密度(1.20-1.26 克/立方厘米)均符合 ASTM C90 标准,可用作承重部件。