Neusa Aparecida Munhak Beltrame, Amanda Venancio Trisotto, Rafaela Souto, João Claudio Nascimento da Silva, Bárbara Cicuto Gonçalves Pereira, Ronaldo A. Medeiros-Junior
{"title":"硫酸盐侵蚀对土工聚合物砂浆早期龄期的影响","authors":"Neusa Aparecida Munhak Beltrame, Amanda Venancio Trisotto, Rafaela Souto, João Claudio Nascimento da Silva, Bárbara Cicuto Gonçalves Pereira, Ronaldo A. Medeiros-Junior","doi":"10.1617/s11527-024-02526-4","DOIUrl":null,"url":null,"abstract":"<div><p>Geopolymers have generated interest due to their potential to be used as an alternative binder to Portland cement. This study investigated the effects of sodium and magnesium sulfate attack on metakaolin-based geopolymer mortars (MK) considering different concentrations of silica in the activator (Ms), Na<sub>2</sub>O/MK ratio, and the inclusion of an air-entraining additive. Geopolymer mortars prepared with metakaolin and a combination of Na<sub>2</sub>SiO<sub>3</sub> and NaOH were cured for 84 days. The visual appearance, linear dimensional change, mass variation, and microstructure were monitored during two weeks of immersion in a Na<sub>2</sub>SO<sub>4</sub> and MgSO<sub>4</sub> solution at 40 ºC to understand the behavior of this material in early ages. The results indicated that the highest compressive strength was achieved with Ms = 1.5 and Na<sub>2</sub>O/MK content of 22%. The addition of the air-entrainer to the geopolymeric mixtures minimized the expansion of the samples. This effect was attributed to the accommodation of the expansive phases in the air bubbles. The sulfate resistance of the geopolymeric material is significantly dependent on the dosage and different performances were found in the first weeks of exposure to sulfates.</p></div>","PeriodicalId":691,"journal":{"name":"Materials and Structures","volume":"57 10","pages":""},"PeriodicalIF":3.4000,"publicationDate":"2024-11-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Effect of sulfate attack on geopolymer mortars at early ages of exposure\",\"authors\":\"Neusa Aparecida Munhak Beltrame, Amanda Venancio Trisotto, Rafaela Souto, João Claudio Nascimento da Silva, Bárbara Cicuto Gonçalves Pereira, Ronaldo A. Medeiros-Junior\",\"doi\":\"10.1617/s11527-024-02526-4\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Geopolymers have generated interest due to their potential to be used as an alternative binder to Portland cement. This study investigated the effects of sodium and magnesium sulfate attack on metakaolin-based geopolymer mortars (MK) considering different concentrations of silica in the activator (Ms), Na<sub>2</sub>O/MK ratio, and the inclusion of an air-entraining additive. Geopolymer mortars prepared with metakaolin and a combination of Na<sub>2</sub>SiO<sub>3</sub> and NaOH were cured for 84 days. The visual appearance, linear dimensional change, mass variation, and microstructure were monitored during two weeks of immersion in a Na<sub>2</sub>SO<sub>4</sub> and MgSO<sub>4</sub> solution at 40 ºC to understand the behavior of this material in early ages. The results indicated that the highest compressive strength was achieved with Ms = 1.5 and Na<sub>2</sub>O/MK content of 22%. The addition of the air-entrainer to the geopolymeric mixtures minimized the expansion of the samples. This effect was attributed to the accommodation of the expansive phases in the air bubbles. The sulfate resistance of the geopolymeric material is significantly dependent on the dosage and different performances were found in the first weeks of exposure to sulfates.</p></div>\",\"PeriodicalId\":691,\"journal\":{\"name\":\"Materials and Structures\",\"volume\":\"57 10\",\"pages\":\"\"},\"PeriodicalIF\":3.4000,\"publicationDate\":\"2024-11-21\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Materials and Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1617/s11527-024-02526-4\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Materials and Structures","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1617/s11527-024-02526-4","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Effect of sulfate attack on geopolymer mortars at early ages of exposure
Geopolymers have generated interest due to their potential to be used as an alternative binder to Portland cement. This study investigated the effects of sodium and magnesium sulfate attack on metakaolin-based geopolymer mortars (MK) considering different concentrations of silica in the activator (Ms), Na2O/MK ratio, and the inclusion of an air-entraining additive. Geopolymer mortars prepared with metakaolin and a combination of Na2SiO3 and NaOH were cured for 84 days. The visual appearance, linear dimensional change, mass variation, and microstructure were monitored during two weeks of immersion in a Na2SO4 and MgSO4 solution at 40 ºC to understand the behavior of this material in early ages. The results indicated that the highest compressive strength was achieved with Ms = 1.5 and Na2O/MK content of 22%. The addition of the air-entrainer to the geopolymeric mixtures minimized the expansion of the samples. This effect was attributed to the accommodation of the expansive phases in the air bubbles. The sulfate resistance of the geopolymeric material is significantly dependent on the dosage and different performances were found in the first weeks of exposure to sulfates.
期刊介绍:
Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.