Mechanical and microscopic properties of low alkali sulfoaluminate and magnesium phosphate cement slurries modified recycled aggregate concrete

IF 3.4 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Materials and Structures Pub Date : 2024-12-03 DOI:10.1617/s11527-024-02530-8
Jun Liu, Haoshen Zhao, Huazhong Ou, Zhongyu Lu, Baifa Zhang, Jianhe Xie
{"title":"Mechanical and microscopic properties of low alkali sulfoaluminate and magnesium phosphate cement slurries modified recycled aggregate concrete","authors":"Jun Liu,&nbsp;Haoshen Zhao,&nbsp;Huazhong Ou,&nbsp;Zhongyu Lu,&nbsp;Baifa Zhang,&nbsp;Jianhe Xie","doi":"10.1617/s11527-024-02530-8","DOIUrl":null,"url":null,"abstract":"<div><p>The use of recycled coarse aggregates (RCAs) in concrete often results in a decrease in mechanical properties due to the poor bonding performance between new and old interfaces. This study impregnated RCA with low-alkali sulfoaluminate (LASAC) and magnesium phosphate cement (MPC) to improve the mechanical properties of RCA, and the axial compressive strength and stress–strain characteristics of the recycled aggregate concrete (RAC) were performed. The experimental results showed that LASAC impregnation modification produced thick encapsulation layers and decreased the compressive strength. MPC modified RAC showed good mechanical properties. The thick encapsulation layer caused by LASAC weakened the bonding performance of the interfacial transition zones (ITZs), which led to mechanical properties decreased. MPC modification can effectively improve the ITZs between RCAs and new mortar. Scanning electron microscopy with energy dispersive X-ray spectrometry (SEM–EDS) results showed that LASAC slurries encapsulation layer loosened the ITZs of RCAs and new mortar. The hydration products of MPC acted on RCAs and the new mortar, mainly being clustered on the new mortar to densify the interface between RCAs and the new mortar, which increased the mechanical properties of RAC. Nanoindentation method was used to verify the microscopic mechanical properties between phases in RAC and support the experimental conclusion.</p></div>","PeriodicalId":691,"journal":{"name":"Materials and Structures","volume":"58 1","pages":""},"PeriodicalIF":3.4000,"publicationDate":"2024-12-03","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/s11527-024-02530-8","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}
引用次数: 0

Abstract

The use of recycled coarse aggregates (RCAs) in concrete often results in a decrease in mechanical properties due to the poor bonding performance between new and old interfaces. This study impregnated RCA with low-alkali sulfoaluminate (LASAC) and magnesium phosphate cement (MPC) to improve the mechanical properties of RCA, and the axial compressive strength and stress–strain characteristics of the recycled aggregate concrete (RAC) were performed. The experimental results showed that LASAC impregnation modification produced thick encapsulation layers and decreased the compressive strength. MPC modified RAC showed good mechanical properties. The thick encapsulation layer caused by LASAC weakened the bonding performance of the interfacial transition zones (ITZs), which led to mechanical properties decreased. MPC modification can effectively improve the ITZs between RCAs and new mortar. Scanning electron microscopy with energy dispersive X-ray spectrometry (SEM–EDS) results showed that LASAC slurries encapsulation layer loosened the ITZs of RCAs and new mortar. The hydration products of MPC acted on RCAs and the new mortar, mainly being clustered on the new mortar to densify the interface between RCAs and the new mortar, which increased the mechanical properties of RAC. Nanoindentation method was used to verify the microscopic mechanical properties between phases in RAC and support the experimental conclusion.

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
低碱硫铝酸盐和磷酸镁水泥浆改性再生骨料混凝土的力学和微观性能
再生粗集料(RCAs)在混凝土中的应用,由于新旧界面粘结性能差,往往会导致混凝土力学性能下降。采用低碱硫铝酸盐(LASAC)和磷酸镁水泥(MPC)浸渍RCA,提高RCA的力学性能,并对再生骨料混凝土(RAC)的轴向抗压强度和应力应变特性进行了研究。实验结果表明,LASAC浸渍改性使包覆层变厚,抗压强度降低。MPC改性RAC具有良好的力学性能。LASAC形成的较厚的包封层削弱了界面过渡区(itz)的结合性能,导致力学性能下降。MPC改性可以有效改善rca与新砂浆之间的itz。扫描电镜和能量色散x射线能谱分析(SEM-EDS)结果表明,LASAC浆料包封层使RCAs和新砂浆的ITZs松动。MPC的水化产物作用于RCAs和新砂浆,主要聚集在新砂浆上,使RCAs与新砂浆的界面致密化,提高了RAC的力学性能。采用纳米压痕法验证了RAC中相间的微观力学性能,支持了实验结论。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
Materials and Structures
Materials and Structures 工程技术-材料科学:综合
CiteScore
6.40
自引率
7.90%
发文量
222
审稿时长
5.9 months
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.
期刊最新文献
3D Printable Ca(OH)2-based geopolymer concrete with steel fiber reinforcement Mechanical properties of sustainable freshwater marine sand mortar Classification and quantification of minor iron-sulfide concentrations in concrete aggregate using automated mineralogy Recommendation of RILEM TC 269-IAM: damage assessment in consideration of repair/retrofit-recovery in concrete and masonry structures by means of innovative NDT Report of RILEM TC 281-CCC: phase assemblage alterations and carbonation potential of mortar with blended cements induced by long duration carbonation exposure
×
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