Article(id=1322636302332310463, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636274364698818, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20200151, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1583510400000, receivedDateStr=2020-03-07, revisedDate=1588608000000, revisedDateStr=2020-05-05, acceptedDate=null, acceptedDateStr=null, onlineDate=1793270667869, onlineDateStr=2026-10-29, pubDate=1605801600000, pubDateStr=2020-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793270667869, onlineIssueDateStr=2026-10-29, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793270667869, creator=13701087609, updateTime=1793270667869, updator=13701087609, issue=Issue{id=1322636274364698818, tenantId=1146029695717560320, journalId=1263187385517883426, year='2020', volume='48', issue='11', pageStart='1689', pageEnd='1864', issueExtLink='null', onlineDate='null', pubDate='1605801600000', pubDateStr='2020-11-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793270661202, creator='13701087609', updateTime=1793277186220, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322663642319930111, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636274364698818, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322663642319930112, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636274364698818, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1842, endPage=1851, ext={EN=ArticleExt(id=1322636302705603520, articleId=1322636302332310463, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Pores Evolution and Characterization of Hardened Cement Mortar with Different Water/Cement Ratios under Capillary Suction of Deicing Solution Freeze-thaw Action, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

The hardened cement mortar samples with different water-cement ratios were prepared and subjected to salt freezing experiment (CDF freeze-thaw). The microscopic images and three-dimensional pore structure of hardened cement mortar with different freeze-thaw cycles were investigated by X-ray tomography. The evolution process and mechanism of meso-structure in freezing-thawing cycle were analyzed. The variation law of pore parameters of hardened cement mortar under the action of CDF freeze-thaw cycle and the influence of water-cement ratio on the freeze-resistance of mortar sample were investigated. The results show that the freezing-thawing microcracks develop along the porous interface between cement aggregate and fine aggregate, and the reduction of water-cement ratio can reduce the interfacial porosity, thus improving the frost resistance of cement-based materials. The cement mortar with a water-cement ratio of 0.30 has a stronger frost resistance. The freeze-thaw damage evolution and crushing process of cement mortar can be characterized by fractal dimension curve.

, authors=Jiawei HAN¹, Chencheng YAN^{1, 2}, Wulong HU¹, Sirong ZHU¹, Shilin YAN¹, authorsList=Jiawei HAN, Chencheng YAN, Wulong HU, Sirong ZHU, Shilin YAN, authorCompany=null, correspAuthors=Wulong HU, 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=1322636303196337089, articleId=1322636302332310463, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=盐冻条件下不同水灰比硬化水泥砂浆的孔隙演化及表征, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

制备不同水灰比硬化水泥砂浆试样并进行盐冻实验（CDF冻融），通过X射线断层扫描获取不同冻融循环次数下硬化水泥砂浆的细观图像及三维孔隙结构，分析了冻融循环过程中细观结构演化过程及其机理，研究了CDF冻融循环作用下硬化水泥砂浆孔隙参数变化规律以及水灰比对砂浆试样抗冻性的影响。结果表明：冻融微裂缝沿着水泥集体与细骨料的多孔界面发展，降低水灰比可减少界面孔隙量，从而提高水泥基材料抗冻性能；水灰比0.30的水泥砂浆具有较强的抗冻性；水泥砂浆的冻融损伤演化及破碎过程可用分形维数曲线来表征。

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HAN Jiawei (2001-), male, Undergraduate. E-mail: 879917758@qq.com

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