硅灰石微纤维增强水泥体系的耐久性

J. Beaudoin, P. Gu, Nmp Low, N. Mailvaganam
{"title":"硅灰石微纤维增强水泥体系的耐久性","authors":"J. Beaudoin, P. Gu, Nmp Low, N. Mailvaganam","doi":"10.14359/5712","DOIUrl":null,"url":null,"abstract":"The performance of wollastonite reinforced portland cement based binders hydrated in saturated solution, distilled water, and saturated moist air was evaluated as a precursor to the development of a test for assessing the durability of these composites. The cementitious binders were made of cement and silica fume. The effect of the different solutions on the mechanical behavior and microstructural characteristics of the systems investigated at 24 deg C and 80 deg C was determined. Porosity and pore structure determinations were made using mercury intrusion porosimetry, helium pycnometry, and isopropyl alcohol saturation techniques. Flexural strength and fracture toughness behavior was also determined. Pore structure modifications, leaching effects and mechanical test results were discussed in the context of potential accelerated test criteria for the long-term stability of wollastonite micro-fibers in cement binders.","PeriodicalId":148554,"journal":{"name":"SP-185: High-Performance Fiber Reinforced Concrete in Infrastructural Repair and Retrofit","volume":"79 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2000-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Durability of Cement Systems Reinforced with Wollastonite Microfibers\",\"authors\":\"J. Beaudoin, P. Gu, Nmp Low, N. Mailvaganam\",\"doi\":\"10.14359/5712\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The performance of wollastonite reinforced portland cement based binders hydrated in saturated solution, distilled water, and saturated moist air was evaluated as a precursor to the development of a test for assessing the durability of these composites. The cementitious binders were made of cement and silica fume. The effect of the different solutions on the mechanical behavior and microstructural characteristics of the systems investigated at 24 deg C and 80 deg C was determined. Porosity and pore structure determinations were made using mercury intrusion porosimetry, helium pycnometry, and isopropyl alcohol saturation techniques. Flexural strength and fracture toughness behavior was also determined. Pore structure modifications, leaching effects and mechanical test results were discussed in the context of potential accelerated test criteria for the long-term stability of wollastonite micro-fibers in cement binders.\",\"PeriodicalId\":148554,\"journal\":{\"name\":\"SP-185: High-Performance Fiber Reinforced Concrete in Infrastructural Repair and Retrofit\",\"volume\":\"79 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2000-02-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"SP-185: High-Performance Fiber Reinforced Concrete in Infrastructural Repair and Retrofit\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.14359/5712\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"SP-185: High-Performance Fiber Reinforced Concrete in Infrastructural Repair and Retrofit","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/5712","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2

摘要

硅灰石增强波特兰水泥基粘结剂在饱和溶液、蒸馏水和饱和潮湿空气中水化的性能被评估为开发评估这些复合材料耐久性测试的先驱。水泥粘结剂由水泥和硅灰制成。测定了不同溶液在24℃和80℃下对所研究体系的力学行为和微观组织特征的影响。孔隙度和孔隙结构的测定采用压汞孔隙度法、氦密度法和异丙醇饱和技术。弯曲强度和断裂韧性行为也被确定。在水泥粘结剂中硅灰石微纤维长期稳定性的潜在加速试验标准的背景下,讨论了孔隙结构的改变、浸出效果和力学试验结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Durability of Cement Systems Reinforced with Wollastonite Microfibers
The performance of wollastonite reinforced portland cement based binders hydrated in saturated solution, distilled water, and saturated moist air was evaluated as a precursor to the development of a test for assessing the durability of these composites. The cementitious binders were made of cement and silica fume. The effect of the different solutions on the mechanical behavior and microstructural characteristics of the systems investigated at 24 deg C and 80 deg C was determined. Porosity and pore structure determinations were made using mercury intrusion porosimetry, helium pycnometry, and isopropyl alcohol saturation techniques. Flexural strength and fracture toughness behavior was also determined. Pore structure modifications, leaching effects and mechanical test results were discussed in the context of potential accelerated test criteria for the long-term stability of wollastonite micro-fibers in cement binders.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Repair of Berth Faces at Port of Montreal with Fiber-Reinforced Shotcrete Durability of Cement Systems Reinforced with Wollastonite Microfibers Slurry Infiltrated Mat Concrete (SIMCON) for Rehabilitation of Bridges and Pavements Fiber-Reinforced Concrete (FRC) Encased Steel Joints for Seismic Resistance Concrete Repair at the Threshold of the 21st Century: Focus on Strengthening of Existing Structures
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1