Zhiming Ma , Jiayi Guo , Shifeng Li , Youchao Zhang , Changqing Wang
{"title":"揭示以废玻璃粉为前驱体的高强度高延性工程地聚合物复合材料的多力学性能","authors":"Zhiming Ma , Jiayi Guo , Shifeng Li , Youchao Zhang , Changqing Wang","doi":"10.1016/j.conbuildmat.2025.143920","DOIUrl":null,"url":null,"abstract":"<div><div>This study developed high-strength, high-ductility engineered geopolymer composites (EGC) using waste glass powder (WGP) as a green precursor, achieving high-value utilization of glass waste while expanding the low-carbon EGC system. WGP exhibited irregular particle morphology and contained abundant amorphous components, demonstrating both geopolymerization reactivity and filler effects. When WGP partially replaced moderate dosage of ground granulated blast-furnace slag (GGBS) and fly ash simultaneously, the resulting EGC developed a dense microstructure with enhanced micro-hardness, and elevating silicate modulus and alkali dosage further improved the micro-properties of WGP-EGC. The high-volume replacement of GGBS with WGP negatively impacted the EGC strength, while WGP substitution for fly ash exerted a positive effect. Combined replacement of both GGBS and fly ash with WGP produced WGP-EGC with comparable or better mechanical strengths than the reference EGC. Under a direct tensile loading, the uniaxial tensile performance initially improved and then declined as the WGP replacement ratio for either GGBS or fly ash increased, and the positive effect observed when WGP replaced fly ash was more significant than that when it replaced GGBS. When WGP replaced appropriate proportions of GGBS and fly ash simultaneously, the resulting WGP-EGC exhibited superior uniaxial tensile performance compared to the reference EGC. Increasing the silicate modulus and alkali dosage enhanced the WGP-EGC’s tensile stress and strain capacity, and concurrently increased the average crack width and number. The WGP-EGC prepared with 1.3 modulus and 9.0 % alkali dosage exhibited the best tensile performance, achieving a tensile stress of 12.9 MPa and a tensile strain of 8.5 %.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"497 ","pages":"Article 143920"},"PeriodicalIF":8.0000,"publicationDate":"2025-10-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Unlocking the multi-mechanical properties of high-strength high-ductility engineered geopolymer composites incorporating waste glass powder as precursor\",\"authors\":\"Zhiming Ma , Jiayi Guo , Shifeng Li , Youchao Zhang , Changqing Wang\",\"doi\":\"10.1016/j.conbuildmat.2025.143920\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study developed high-strength, high-ductility engineered geopolymer composites (EGC) using waste glass powder (WGP) as a green precursor, achieving high-value utilization of glass waste while expanding the low-carbon EGC system. WGP exhibited irregular particle morphology and contained abundant amorphous components, demonstrating both geopolymerization reactivity and filler effects. When WGP partially replaced moderate dosage of ground granulated blast-furnace slag (GGBS) and fly ash simultaneously, the resulting EGC developed a dense microstructure with enhanced micro-hardness, and elevating silicate modulus and alkali dosage further improved the micro-properties of WGP-EGC. The high-volume replacement of GGBS with WGP negatively impacted the EGC strength, while WGP substitution for fly ash exerted a positive effect. Combined replacement of both GGBS and fly ash with WGP produced WGP-EGC with comparable or better mechanical strengths than the reference EGC. Under a direct tensile loading, the uniaxial tensile performance initially improved and then declined as the WGP replacement ratio for either GGBS or fly ash increased, and the positive effect observed when WGP replaced fly ash was more significant than that when it replaced GGBS. When WGP replaced appropriate proportions of GGBS and fly ash simultaneously, the resulting WGP-EGC exhibited superior uniaxial tensile performance compared to the reference EGC. Increasing the silicate modulus and alkali dosage enhanced the WGP-EGC’s tensile stress and strain capacity, and concurrently increased the average crack width and number. The WGP-EGC prepared with 1.3 modulus and 9.0 % alkali dosage exhibited the best tensile performance, achieving a tensile stress of 12.9 MPa and a tensile strain of 8.5 %.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"497 \",\"pages\":\"Article 143920\"},\"PeriodicalIF\":8.0000,\"publicationDate\":\"2025-10-06\",\"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/S0950061825040711\",\"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/S0950061825040711","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}
Unlocking the multi-mechanical properties of high-strength high-ductility engineered geopolymer composites incorporating waste glass powder as precursor
This study developed high-strength, high-ductility engineered geopolymer composites (EGC) using waste glass powder (WGP) as a green precursor, achieving high-value utilization of glass waste while expanding the low-carbon EGC system. WGP exhibited irregular particle morphology and contained abundant amorphous components, demonstrating both geopolymerization reactivity and filler effects. When WGP partially replaced moderate dosage of ground granulated blast-furnace slag (GGBS) and fly ash simultaneously, the resulting EGC developed a dense microstructure with enhanced micro-hardness, and elevating silicate modulus and alkali dosage further improved the micro-properties of WGP-EGC. The high-volume replacement of GGBS with WGP negatively impacted the EGC strength, while WGP substitution for fly ash exerted a positive effect. Combined replacement of both GGBS and fly ash with WGP produced WGP-EGC with comparable or better mechanical strengths than the reference EGC. Under a direct tensile loading, the uniaxial tensile performance initially improved and then declined as the WGP replacement ratio for either GGBS or fly ash increased, and the positive effect observed when WGP replaced fly ash was more significant than that when it replaced GGBS. When WGP replaced appropriate proportions of GGBS and fly ash simultaneously, the resulting WGP-EGC exhibited superior uniaxial tensile performance compared to the reference EGC. Increasing the silicate modulus and alkali dosage enhanced the WGP-EGC’s tensile stress and strain capacity, and concurrently increased the average crack width and number. The WGP-EGC prepared with 1.3 modulus and 9.0 % alkali dosage exhibited the best tensile performance, achieving a tensile stress of 12.9 MPa and a tensile strain of 8.5 %.
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.