Jofre Mañosa , Alex Maldonado-Alameda , Josep Maria Chimenos
{"title":"富白云母粘土的机械活化:三元混合水泥的新方法","authors":"Jofre Mañosa , Alex Maldonado-Alameda , Josep Maria Chimenos","doi":"10.1016/j.conbuildmat.2025.142182","DOIUrl":null,"url":null,"abstract":"<div><div>Clay minerals with a 2:1 structure typically exhibit limited pozzolanic activity after calcination, which constrains their use as supplementary cementitious materials. Mechanical activation has emerged as a promising approach to enhance the reactivity of clays, potentially improving the performance of cement containing mixed clays rich in 2:1 clay minerals. This research assesses the properties of ternary blended cement produced with mechanically activated muscovite-rich mixed clay (LMC<sup>2</sup>-MM) in comparison to limestone calcined clay cement containing either calcined muscovite-rich mixed clay (LC<sup>3</sup>-CM) or metakaolin (LC<sup>3</sup>-MK). Results from pozzolanic activity tests (R<sup>3</sup> and modified Chapelle) revealed a significant improvement in the reactivity of muscovite-rich mixed clay via mechanical activation (MM) compared to thermal activation (CM). LMC<sup>2</sup>-MM exhibited similar structure and properties to conventional LC<sup>3</sup>-MK, and the enhanced reactivity of MM over CM led to improved properties for LMC<sup>2</sup>-MM compared to LC<sup>3</sup>-CM. The hydration of LMC<sup>2</sup>-MM was superior to that of LC<sup>3</sup>-CM, achieving significantly refined porosity at both 3 and 28 days. This study presents a novel approach to ternary blended cement by incorporating mechanically activated mixed clay. It demonstrates that mechanical activation enhances the properties of blended cement, particularly at early ages when using muscovite-rich clays, achieving compressive strength comparable to conventional LC<sup>3</sup> with metakaolin. The mechanical activation of muscovite-rich mixed clay presents a promising strategy for using local clay resources in regions where kaolinite-rich clay is scarce.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"489 ","pages":"Article 142182"},"PeriodicalIF":7.4000,"publicationDate":"2025-06-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Mechanical activation of muscovite-rich clay: A novel approach for ternary blended cement\",\"authors\":\"Jofre Mañosa , Alex Maldonado-Alameda , Josep Maria Chimenos\",\"doi\":\"10.1016/j.conbuildmat.2025.142182\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Clay minerals with a 2:1 structure typically exhibit limited pozzolanic activity after calcination, which constrains their use as supplementary cementitious materials. Mechanical activation has emerged as a promising approach to enhance the reactivity of clays, potentially improving the performance of cement containing mixed clays rich in 2:1 clay minerals. This research assesses the properties of ternary blended cement produced with mechanically activated muscovite-rich mixed clay (LMC<sup>2</sup>-MM) in comparison to limestone calcined clay cement containing either calcined muscovite-rich mixed clay (LC<sup>3</sup>-CM) or metakaolin (LC<sup>3</sup>-MK). Results from pozzolanic activity tests (R<sup>3</sup> and modified Chapelle) revealed a significant improvement in the reactivity of muscovite-rich mixed clay via mechanical activation (MM) compared to thermal activation (CM). LMC<sup>2</sup>-MM exhibited similar structure and properties to conventional LC<sup>3</sup>-MK, and the enhanced reactivity of MM over CM led to improved properties for LMC<sup>2</sup>-MM compared to LC<sup>3</sup>-CM. The hydration of LMC<sup>2</sup>-MM was superior to that of LC<sup>3</sup>-CM, achieving significantly refined porosity at both 3 and 28 days. This study presents a novel approach to ternary blended cement by incorporating mechanically activated mixed clay. It demonstrates that mechanical activation enhances the properties of blended cement, particularly at early ages when using muscovite-rich clays, achieving compressive strength comparable to conventional LC<sup>3</sup> with metakaolin. The mechanical activation of muscovite-rich mixed clay presents a promising strategy for using local clay resources in regions where kaolinite-rich clay is scarce.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"489 \",\"pages\":\"Article 142182\"},\"PeriodicalIF\":7.4000,\"publicationDate\":\"2025-06-12\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction and Building Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0950061825023335\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825023335","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Mechanical activation of muscovite-rich clay: A novel approach for ternary blended cement
Clay minerals with a 2:1 structure typically exhibit limited pozzolanic activity after calcination, which constrains their use as supplementary cementitious materials. Mechanical activation has emerged as a promising approach to enhance the reactivity of clays, potentially improving the performance of cement containing mixed clays rich in 2:1 clay minerals. This research assesses the properties of ternary blended cement produced with mechanically activated muscovite-rich mixed clay (LMC2-MM) in comparison to limestone calcined clay cement containing either calcined muscovite-rich mixed clay (LC3-CM) or metakaolin (LC3-MK). Results from pozzolanic activity tests (R3 and modified Chapelle) revealed a significant improvement in the reactivity of muscovite-rich mixed clay via mechanical activation (MM) compared to thermal activation (CM). LMC2-MM exhibited similar structure and properties to conventional LC3-MK, and the enhanced reactivity of MM over CM led to improved properties for LMC2-MM compared to LC3-CM. The hydration of LMC2-MM was superior to that of LC3-CM, achieving significantly refined porosity at both 3 and 28 days. This study presents a novel approach to ternary blended cement by incorporating mechanically activated mixed clay. It demonstrates that mechanical activation enhances the properties of blended cement, particularly at early ages when using muscovite-rich clays, achieving compressive strength comparable to conventional LC3 with metakaolin. The mechanical activation of muscovite-rich mixed clay presents a promising strategy for using local clay resources in regions where kaolinite-rich clay is scarce.
期刊介绍:
Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged.
Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.