Synergistic improvement of sulfate durability in hybrid geopolymer mortars incorporating blast furnace slag, waste andesite powder, and Portland cement

IF 4.1 3区 地球科学 Q2 GEOSCIENCES, MULTIDISCIPLINARY
Serhat Çelikten , Bilal Baran , Burak Işıkdağ
{"title":"Synergistic improvement of sulfate durability in hybrid geopolymer mortars incorporating blast furnace slag, waste andesite powder, and Portland cement","authors":"Serhat Çelikten ,&nbsp;Bilal Baran ,&nbsp;Burak Işıkdağ","doi":"10.1016/j.pce.2025.104055","DOIUrl":null,"url":null,"abstract":"<div><div>This experimental study involved the production of a total of seven mortar mixtures, including two geopolymer mixtures—one composed solely of blast furnace slag (SL) and the other solely of waste andesite powder (WAP)—two hybrid mortar mixtures combining SL with Portland cement (PC) and WAP with PC, and three ternary mixtures incorporating SL, WAP, and PC. To minimize energy consumption, thermal curing was not applied to the mixtures. Flexural and compressive strength tests were conducted on specimens at 7, 28, and 90 days. The mortars were exposed separately to 5 % Na<sub>2</sub>SO<sub>4</sub> and 5 % MgSO<sub>4</sub> solutions for periods of 90 and 180 days. The relative strengths were assessed based on the initial strengths of the mortars. Among the single-component mixtures, the SL-based geopolymers exhibited a compressive strength of approximately 23.2 MPa at 28 days, while the WAP-based geopolymers achieved a strength of only 13.2 MPa. In the T3 mixture, which utilized equal proportions of SL, WAP, and PC, a compressive strength of approximately 34 MPa was attained at 28 days. While the sulfate resistance of the WAP-based geopolymer mortars was found to be poor, excellent sulfate resistance was demonstrated in all hybrid mixtures. X-ray diffraction (XRD) analyses indicated the formation of additional crystal phases following sulfate exposure. Scanning electron microscopy (SEM) observations revealed that sulfate exposure deteriorated the matrix of the WAP-based geopolymers, whereas the internal structures of the SL-based geopolymers and hybrid geopolymers exhibited no adverse effects. Furthermore, the demonstrated sulfate resistance of the hybrid mixtures indicates their viability for use in environments prone to sulfate attacks. The synergistic effects of combining materials in appropriate ratios effectively mitigate some of the drawbacks associated with their individual use, leading to improved performance and enhanced material properties. SL + WAP + PC ternary hybrid geopolymer mortars prove to be an effective strategy that improves environmental sustainability and economic efficiency by significantly reducing CO2 emissions, energy consumption and costs.</div></div>","PeriodicalId":54616,"journal":{"name":"Physics and Chemistry of the Earth","volume":"141 ","pages":"Article 104055"},"PeriodicalIF":4.1000,"publicationDate":"2025-08-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Physics and Chemistry of the Earth","FirstCategoryId":"89","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1474706525002050","RegionNum":3,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"GEOSCIENCES, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0

Abstract

This experimental study involved the production of a total of seven mortar mixtures, including two geopolymer mixtures—one composed solely of blast furnace slag (SL) and the other solely of waste andesite powder (WAP)—two hybrid mortar mixtures combining SL with Portland cement (PC) and WAP with PC, and three ternary mixtures incorporating SL, WAP, and PC. To minimize energy consumption, thermal curing was not applied to the mixtures. Flexural and compressive strength tests were conducted on specimens at 7, 28, and 90 days. The mortars were exposed separately to 5 % Na2SO4 and 5 % MgSO4 solutions for periods of 90 and 180 days. The relative strengths were assessed based on the initial strengths of the mortars. Among the single-component mixtures, the SL-based geopolymers exhibited a compressive strength of approximately 23.2 MPa at 28 days, while the WAP-based geopolymers achieved a strength of only 13.2 MPa. In the T3 mixture, which utilized equal proportions of SL, WAP, and PC, a compressive strength of approximately 34 MPa was attained at 28 days. While the sulfate resistance of the WAP-based geopolymer mortars was found to be poor, excellent sulfate resistance was demonstrated in all hybrid mixtures. X-ray diffraction (XRD) analyses indicated the formation of additional crystal phases following sulfate exposure. Scanning electron microscopy (SEM) observations revealed that sulfate exposure deteriorated the matrix of the WAP-based geopolymers, whereas the internal structures of the SL-based geopolymers and hybrid geopolymers exhibited no adverse effects. Furthermore, the demonstrated sulfate resistance of the hybrid mixtures indicates their viability for use in environments prone to sulfate attacks. The synergistic effects of combining materials in appropriate ratios effectively mitigate some of the drawbacks associated with their individual use, leading to improved performance and enhanced material properties. SL + WAP + PC ternary hybrid geopolymer mortars prove to be an effective strategy that improves environmental sustainability and economic efficiency by significantly reducing CO2 emissions, energy consumption and costs.
掺有高炉矿渣、废安山岩粉和硅酸盐水泥的混合地聚合物砂浆中硫酸盐耐久性的协同改善
本实验研究共生产了七种砂浆混合物,包括两种地聚合物混合物——一种完全由高炉矿渣(SL)组成,另一种完全由废安山岩粉(WAP)组成——两种混合砂浆混合物由SL与波特兰水泥(PC)和WAP与PC组成,以及三种由SL、WAP和PC组成的三元混合物。为了最大限度地减少能源消耗,没有对混合物进行热固化。试件在第7天、第28天和第90天分别进行了抗折和抗压强度试验。砂浆分别暴露于5% Na2SO4和5% MgSO4溶液中90天和180天。相对强度是根据迫击炮的初始强度来评估的。在单组分混合物中,sl基地聚合物在28天的抗压强度约为23.2 MPa,而wap基地聚合物的抗压强度仅为13.2 MPa。在使用等比SL、WAP和PC的T3混合物中,28天的抗压强度约为34 MPa。虽然wap基地聚合物砂浆的抗硫酸盐性能较差,但在所有混合料中均表现出优异的抗硫酸盐性能。x射线衍射(XRD)分析表明,硫酸盐暴露后形成了额外的晶体相。扫描电镜(SEM)观察结果显示,硫酸盐暴露使wap基地聚合物的基体恶化,而sl基地聚合物和杂化地聚合物的内部结构没有受到不利影响。此外,杂交混合物的抗硫酸盐性表明它们在容易受到硫酸盐侵蚀的环境中使用的可行性。以适当比例组合材料的协同效应有效地减轻了与它们单独使用相关的一些缺点,从而改善了性能和增强了材料性能。SL + WAP + PC三元混合地聚合物砂浆被证明是一种有效的策略,通过显著减少二氧化碳排放、能源消耗和成本,提高环境可持续性和经济效率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Physics and Chemistry of the Earth
Physics and Chemistry of the Earth 地学-地球科学综合
CiteScore
5.40
自引率
2.70%
发文量
176
审稿时长
31.6 weeks
期刊介绍: Physics and Chemistry of the Earth is an international interdisciplinary journal for the rapid publication of collections of refereed communications in separate thematic issues, either stemming from scientific meetings, or, especially compiled for the occasion. There is no restriction on the length of articles published in the journal. Physics and Chemistry of the Earth incorporates the separate Parts A, B and C which existed until the end of 2001. Please note: the Editors are unable to consider submissions that are not invited or linked to a thematic issue. Please do not submit unsolicited papers. The journal covers the following subject areas: -Solid Earth and Geodesy: (geology, geochemistry, tectonophysics, seismology, volcanology, palaeomagnetism and rock magnetism, electromagnetism and potential fields, marine and environmental geosciences as well as geodesy). -Hydrology, Oceans and Atmosphere: (hydrology and water resources research, engineering and management, oceanography and oceanic chemistry, shelf, sea, lake and river sciences, meteorology and atmospheric sciences incl. chemistry as well as climatology and glaciology). -Solar-Terrestrial and Planetary Science: (solar, heliospheric and solar-planetary sciences, geology, geophysics and atmospheric sciences of planets, satellites and small bodies as well as cosmochemistry and exobiology).
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信