Article(id=1319236728318185685, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236705027207343, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20220126, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1645632000000, receivedDateStr=2022-02-24, revisedDate=1649520000000, revisedDateStr=2022-04-10, acceptedDate=null, acceptedDateStr=null, onlineDate=1792460146263, onlineDateStr=2026-10-20, pubDate=1666195200000, pubDateStr=2022-10-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792460146263, onlineIssueDateStr=2026-10-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792460146263, creator=13701087609, updateTime=1792460146263, updator=13701087609, issue=Issue{id=1319236705027207343, tenantId=1146029695717560320, journalId=1263187385517883426, year='2022', volume='50', issue='10', pageStart='2579', pageEnd='2808', issueExtLink='null', onlineDate='null', pubDate='1666195200000', pubDateStr='2022-10-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792460140711, creator='13701087609', updateTime=1792460672919, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1319238937323884737, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236705027207343, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1319238937323884738, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236705027207343, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2701, endPage=2711, ext={EN=ArticleExt(id=1319236728838279382, articleId=1319236728318185685, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Water Permeability of Mortar Investigated by Partial Bounce-Back Lattice Boltzmann Method, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

To clarify the mechanism of water transport in mortar, a three-phase model consisting of fine aggregate-interfacial transition zone (ITZ) -cement paste was developed to represent mortar, and then the water transport process in mortar was simulated by a partial bounce-back lattice Boltzmann method (PBB-LBM). The influences of aggregate volume fraction, the ITZ's thickness and pore structure on the water permeability of mortar were evaluated. The results show that mortar's water permeability declines at an increased aggregate content and it is always below cement paste's water permeability at a thin thickness of ITZ and a low porosity. Once the thickness of ITZ exceeds 150 μm or its effective porosity is two times greater than that of cement paste, the permeability of mortar is close to or even above the matrix's water permeability. This is attributed to the competitions among the ITZ effect, aggregate dilution effect and tortuous transport path in mortar.

, authors=Kai LI^{1, 2}, Li XU^{1, 2}, Lulu YANG^{1, 2}, Caijun SHI^{1, 2}, authorsList=Kai LI, Li XU, Lulu YANG, Caijun SHI, authorCompany=null, correspAuthors=Caijun SHI, authorNote=, correspAuthorsNote=, 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=1319236729534533847, articleId=1319236728318185685, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=基于部分反弹格子Boltzmann方法研究砂浆水渗透性能, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

为了揭示砂浆的水分传输机制，构建了细骨料-界面过渡区-水泥浆体的砂浆三相模型，采用部分反弹格子Boltzmann方法模拟了水分在砂浆内部的传输过程，研究了骨料体积分数、界面过渡区厚度及孔隙结构对砂浆水分渗透系数的影响。结果表明：当界面过渡区厚度较小、孔隙率较低时，砂浆的水分渗透系数随骨料含量的增大而降低且始终低于水泥浆体的水分渗透系数；当界面过渡区厚度增至150 μm或有效孔隙率超过水泥基体2倍时，砂浆的水分渗透系数会接近甚至超过水泥浆体的水分渗透系数。界面过渡区效应、骨料稀释作用以及迂曲传输路径的相互竞争是产生上述现象的根本原因。

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LI Kai (1988-), male, Ph.D., Associate Professor. E-mail: kaili@hnu.edu.cn

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LI Kai (1988-), male, Ph.D., Associate Professor. E-mail: kaili@hnu.edu.cn

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李凯（1988—），男，博士，副教授。

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李凯（1988—），男，博士，副教授。

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