{"title":"自重偏析作用下水泥石微观结构的非均质特征","authors":"Zhiheng Wang, Xiuhao Li, Meng Wang, Yu’an Gong, Rentai Liu, Bingchuan Cheng, Jiwen Bai, Zhijing Zhu","doi":"10.1617/s11527-025-02627-8","DOIUrl":null,"url":null,"abstract":"<div><p>Under the influence of self-weight segregation, the microstructure of cement stone exhibits significant heterogeneous characteristics, but the mechanisms of these variations have not been revealed. In this study, the pore size distribution and porosity of the cement stone with various water-to-cement (w/c) ratios and the initial height were measured using NMR methods. The relationships between cement stone porosity and height position were fitted using a simplified self-weight consolidation finite model and a small strain model. The results show that under the same w/c ratios, the density and porosity of the stones formed at the bottom of cement grout columns with different initial heights are essentially consistent. As the height increases, the amount of ettringite increases while the formation of C-S-H gels decreases, leading to a higher content of transitional and capillary pores, which primarily contributes to the overall increase in the porosity of the cement stone. The variation trend in the porosity of cement stone with a lower w/c ratio, such as 0.8, aligns with the predictions of the finite strain model. As the w/c ratio increases, like 1.0 or 1.2, the reduction in effective stress between particles delays the self-weight consolidation process, enhancing the influence of cement hydration. This ultimately makes the porosity change more consistent with the small strain model.</p></div>","PeriodicalId":691,"journal":{"name":"Materials and Structures","volume":"58 4","pages":""},"PeriodicalIF":3.4000,"publicationDate":"2025-05-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"The heterogeneous characteristics of the microstructure in cement stone under the effect of self-weight segregation\",\"authors\":\"Zhiheng Wang, Xiuhao Li, Meng Wang, Yu’an Gong, Rentai Liu, Bingchuan Cheng, Jiwen Bai, Zhijing Zhu\",\"doi\":\"10.1617/s11527-025-02627-8\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Under the influence of self-weight segregation, the microstructure of cement stone exhibits significant heterogeneous characteristics, but the mechanisms of these variations have not been revealed. In this study, the pore size distribution and porosity of the cement stone with various water-to-cement (w/c) ratios and the initial height were measured using NMR methods. The relationships between cement stone porosity and height position were fitted using a simplified self-weight consolidation finite model and a small strain model. The results show that under the same w/c ratios, the density and porosity of the stones formed at the bottom of cement grout columns with different initial heights are essentially consistent. As the height increases, the amount of ettringite increases while the formation of C-S-H gels decreases, leading to a higher content of transitional and capillary pores, which primarily contributes to the overall increase in the porosity of the cement stone. The variation trend in the porosity of cement stone with a lower w/c ratio, such as 0.8, aligns with the predictions of the finite strain model. As the w/c ratio increases, like 1.0 or 1.2, the reduction in effective stress between particles delays the self-weight consolidation process, enhancing the influence of cement hydration. This ultimately makes the porosity change more consistent with the small strain model.</p></div>\",\"PeriodicalId\":691,\"journal\":{\"name\":\"Materials and Structures\",\"volume\":\"58 4\",\"pages\":\"\"},\"PeriodicalIF\":3.4000,\"publicationDate\":\"2025-05-13\",\"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/s11527-025-02627-8\",\"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/s11527-025-02627-8","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}
The heterogeneous characteristics of the microstructure in cement stone under the effect of self-weight segregation
Under the influence of self-weight segregation, the microstructure of cement stone exhibits significant heterogeneous characteristics, but the mechanisms of these variations have not been revealed. In this study, the pore size distribution and porosity of the cement stone with various water-to-cement (w/c) ratios and the initial height were measured using NMR methods. The relationships between cement stone porosity and height position were fitted using a simplified self-weight consolidation finite model and a small strain model. The results show that under the same w/c ratios, the density and porosity of the stones formed at the bottom of cement grout columns with different initial heights are essentially consistent. As the height increases, the amount of ettringite increases while the formation of C-S-H gels decreases, leading to a higher content of transitional and capillary pores, which primarily contributes to the overall increase in the porosity of the cement stone. The variation trend in the porosity of cement stone with a lower w/c ratio, such as 0.8, aligns with the predictions of the finite strain model. As the w/c ratio increases, like 1.0 or 1.2, the reduction in effective stress between particles delays the self-weight consolidation process, enhancing the influence of cement hydration. This ultimately makes the porosity change more consistent with the small strain model.
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.