Article(id=1321866413522931927, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321866297609146910, articleNumber=null, orderNo=null, doi=null, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1750953600000, receivedDateStr=2025-06-27, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793087112074, onlineDateStr=2026-10-27, pubDate=1779638400000, pubDateStr=2026-05-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793087112074, onlineIssueDateStr=2026-10-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793087112074, creator=13701087609, updateTime=1793087112074, updator=13701087609, issue=Issue{id=1321866297609146910, tenantId=1146029695717560320, journalId=1225396423026438145, year='2026', volume='46', issue='5', pageStart='1', pageEnd='312', issueExtLink='null', onlineDate='null', pubDate='1779638400000', pubDateStr='2026-05-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793087084438, creator='13701087609', updateTime=1793094562481, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1321897662853533805, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321866297609146910, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1321897662853533806, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321866297609146910, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=287, endPage=294, ext={EN=ArticleExt(id=1321866413745230040, articleId=1321866413522931927, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Effect Mechanism of CaSO
4-MgO Composite Expansion Agent on Drying Shrinkage and Related Properties of Alkali-Activated Copper Slag-Ground Granulated Blastfurnace Slag Mortar, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=
To solve the problem of excessive drying shrinkage in alkali-activated materials (AAM), by introducing a CaSO4-MgO composite expansion agent (CM) to regulate the drying shrinkage behavior of alkali-activated copper slag-ground granulated blastfurnace slag mortar (CS-AAM), the influence of the mass ratio of CaSO4 to MgO in CM on the workability, hydration process, microstructure evolution, and macroscopic mechanical properties of CS-AAM was systematically investigated, along with the synergistic shrinkage reduction mechanism of CM. The results indicate that adjusting the mass ratio of CaSO4 to MgO in CM can effectively control the fluidity and setting time of CS-AAM paste. When the mass ratio of CaSO4 to MgO is 2∶1, the 28-day compressive strength reaches its peak at 74.1 MPa, representing a 4.4% increase compared to the control group, while the 180-day drying shrinkage rate decreases by 40.9%. Microscopically, the total porosity is reduced, resulting in the most compact structure. As the proportion of CaSO4 decreases, the amount of ettringite formation decreases, while the formation of brucite increases accordingly. Therefore, by adjusting the mass ratio of CaSO4 to MgO within the range of 3∶0 to 1∶2 can achieve the optimal comprehensive performance of CS-AAM.
, authors=Haiqiang Wang
1, Gangzhu Sun
2, Rongsheng Xu
3, authorsList=Haiqiang Wang, Gangzhu Sun, Rongsheng Xu, authorCompany=null, correspAuthors=Gangzhu Sun, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1321866413984305369, articleId=1321866413522931927, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=CaSO
4-MgO复合膨胀剂对碱激发铜渣矿渣砂浆干燥收缩及相关性能的影响机制, columnId=1226462297560892399, journalTitle=矿业研究与开发, columnName=选矿与资源综合利用, runingTitle=null, highlight=null, articleAbstract=
为解决碱激发胶凝材料(AAM)中干燥收缩过大问题,通过引入CaSO4-MgO复合膨胀剂(CM)对碱激发铜渣-矿渣砂浆(CS-AAM)的干燥收缩行为进行调控,系统考察了CM中CaSO4与MgO质量比对CS-AAM工作性能、水化进程、微观结构演变及宏观力学性能的影响规律,并揭示了CM的协同减缩机制。研究结果表明,调节CM中CaSO4与MgO的质量比可有效调控CS-AAM净浆的流动度与凝结时间。当CaSO4与MgO质量比为2∶1时,28 d抗压强度最高,为74.1 MPa,相较于对照组提升了4.4%,而180 d干燥收缩率降低了40.9%;微观上,此时总孔隙率降低,结构最为致密。随着CaSO4比例的降低,体系内钙矾石生成量减少,而水镁石生成量则相应增加。因此调控CaSO4与MgO质量配比为3∶0~1∶2范围内,可实现CS-AAM综合性能最优。
, authors=王海强
1, 孙钢柱
2, 许荣盛
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王海强(1988—),男,河南郑州人,硕士,讲师,主要从事建材性能优化、工业固废资源化利用及加气混凝土方面的研究工作。E-mail: wanghaiqiang@henetc.edu.cn
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王海强(1988—),男,河南郑州人,硕士,讲师,主要从事建材性能优化、工业固废资源化利用及加气混凝土方面的研究工作。E-mail: wanghaiqiang@henetc.edu.cn
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