Gui Li , Wan-qian Li , Jianchao Zhang , Peng Dong , Ying Gao , Feng Xie , Shuxian Hong , Biqin Dong , Yu Zheng
{"title":"微x射线计算机断层扫描(x射线μCT)估算水泥浆体水化程度","authors":"Gui Li , Wan-qian Li , Jianchao Zhang , Peng Dong , Ying Gao , Feng Xie , Shuxian Hong , Biqin Dong , Yu Zheng","doi":"10.1016/j.jobe.2025.114310","DOIUrl":null,"url":null,"abstract":"<div><div>The degree of hydration is a critical parameter for assessing cement hydration progress. In this study, X-ray μCT is employed to characterize the hydration process of cement paste. The morphological evolution of different phases in cement paste - such as anhydrous cement, pores, and hydration products - is visualized and tracked through the acquired CT images. The volume of these phases is quantified, enabling direct estimation of the degree of cement hydration. The hydration degrees obtained from μCT images closely align with those derived from both chemically bound water and Ca(OH)<sub>2</sub> quantification methods, with deviations generally within 10 %, demonstrating the feasibility and accuracy of X-ray μCT. Furthermore, when combined with the Powers-Brownyard model, X-ray μCT analysis can estimate the hydration degree without prior knowledge of the cement type, original cement content, and water-to-cement ratio. The deviation between this CT-model method and direct CT measurement is below 10 % after 28 days. This makes it a valuable tool for evaluating hydration states in existing concrete structures where original mix design information may be unavailable.</div></div>","PeriodicalId":15064,"journal":{"name":"Journal of building engineering","volume":"114 ","pages":"Article 114310"},"PeriodicalIF":7.4000,"publicationDate":"2025-10-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Estimating the hydration degree of cement paste using micro X-ray computed tomography (X-ray μCT)\",\"authors\":\"Gui Li , Wan-qian Li , Jianchao Zhang , Peng Dong , Ying Gao , Feng Xie , Shuxian Hong , Biqin Dong , Yu Zheng\",\"doi\":\"10.1016/j.jobe.2025.114310\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The degree of hydration is a critical parameter for assessing cement hydration progress. In this study, X-ray μCT is employed to characterize the hydration process of cement paste. The morphological evolution of different phases in cement paste - such as anhydrous cement, pores, and hydration products - is visualized and tracked through the acquired CT images. The volume of these phases is quantified, enabling direct estimation of the degree of cement hydration. The hydration degrees obtained from μCT images closely align with those derived from both chemically bound water and Ca(OH)<sub>2</sub> quantification methods, with deviations generally within 10 %, demonstrating the feasibility and accuracy of X-ray μCT. Furthermore, when combined with the Powers-Brownyard model, X-ray μCT analysis can estimate the hydration degree without prior knowledge of the cement type, original cement content, and water-to-cement ratio. The deviation between this CT-model method and direct CT measurement is below 10 % after 28 days. This makes it a valuable tool for evaluating hydration states in existing concrete structures where original mix design information may be unavailable.</div></div>\",\"PeriodicalId\":15064,\"journal\":{\"name\":\"Journal of building engineering\",\"volume\":\"114 \",\"pages\":\"Article 114310\"},\"PeriodicalIF\":7.4000,\"publicationDate\":\"2025-10-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of building engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2352710225025471\",\"RegionNum\":2,\"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":"Journal of building engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352710225025471","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Estimating the hydration degree of cement paste using micro X-ray computed tomography (X-ray μCT)
The degree of hydration is a critical parameter for assessing cement hydration progress. In this study, X-ray μCT is employed to characterize the hydration process of cement paste. The morphological evolution of different phases in cement paste - such as anhydrous cement, pores, and hydration products - is visualized and tracked through the acquired CT images. The volume of these phases is quantified, enabling direct estimation of the degree of cement hydration. The hydration degrees obtained from μCT images closely align with those derived from both chemically bound water and Ca(OH)2 quantification methods, with deviations generally within 10 %, demonstrating the feasibility and accuracy of X-ray μCT. Furthermore, when combined with the Powers-Brownyard model, X-ray μCT analysis can estimate the hydration degree without prior knowledge of the cement type, original cement content, and water-to-cement ratio. The deviation between this CT-model method and direct CT measurement is below 10 % after 28 days. This makes it a valuable tool for evaluating hydration states in existing concrete structures where original mix design information may be unavailable.
期刊介绍:
The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.