Article(id=1318979412914192580, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318979383570837667, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20230550, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1690473600000, receivedDateStr=2023-07-28, revisedDate=1692806400000, revisedDateStr=2023-08-24, acceptedDate=null, acceptedDateStr=null, onlineDate=1792398797491, onlineDateStr=2026-10-19, pubDate=1700409600000, pubDateStr=2023-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792398797491, onlineIssueDateStr=2026-10-19, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792398797491, creator=13701087609, updateTime=1792398797491, updator=13701087609, issue=Issue{id=1318979383570837667, tenantId=1146029695717560320, journalId=1263187385517883426, year='2023', volume='51', issue='11', pageStart='2739', pageEnd='3038', issueExtLink='null', onlineDate='null', pubDate='1700409600000', pubDateStr='2023-11-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792398790495, creator='13701087609', updateTime=1792399377667, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1318981846411629158, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318979383570837667, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1318981846411629159, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318979383570837667, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2805, endPage=2813, ext={EN=ArticleExt(id=1318979413098741957, articleId=1318979412914192580, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Chloride Diffusion Properties of Cement Mortar Under Salt Spray Wetting-Drying Cycle, columnId=1321891504432460086, journalTitle=Journal of the Chinese Ceramic Society, columnName=Special Issue on Advanced Marine Materials—Research Articles, runingTitle=null, highlight=null, articleAbstract=

The deterioration of the durability of marine concrete and the degree of corrosion of internal steel bars in the tidal, splash and atmospheric zones are often serious in salt spray wetting and drying cycle. The diffusion of chloride in cement-based materials was investigated at different parameters (i.e., mix ratio, dry-wet ratio, and exposure time) by a cycle test of salt spray wetting and drying and a test method of layered grinding and potentiometric titration. The results show that the deposition and transport of chloride ions in mortar are primarily affected by salt spray wetting-drying cycle, dry-wet ratio, water-binder ratio, and exposure period. The influence of water-binder ratio is dominant, while the influence of dry-wet ratio is slight. The maximum concentration of chloride C_max and the effective chloride diffusion coefficient D_eff increase as water-binder ratio improves. C_max firstly increases and subsequently declines as fly ash amount and frequency of dry-wet cycles increase. D_eff decreases as exposure time increases. D_eff firstly increases and subsequently reduces as fly ash content increases. Low water-binder ratio and use of fly ash can effectively postpone chloride erosion, thereby enhancing the durability of structures.

, authors=Qiang YUAN^{1, 2}, Yuman WANG^{1, 2}, Kai ZHANG^{1, 2}, Jiajia ZHANG³, Huiming RAO⁴, Qiqiang CHEN⁴, Feng ZHANG⁵, Zhipeng ZHANG⁴, authorsList=Qiang YUAN, Yuman WANG, Kai ZHANG, Jiajia ZHANG, Huiming RAO, Qiqiang CHEN, Feng ZHANG, Zhipeng ZHANG, authorCompany=null, correspAuthors=null, authorNote=, 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=1318979413308457158, articleId=1318979412914192580, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=盐雾湿润-干燥循环作用下水泥砂浆氯离子扩散特性, columnId=1321891504612815159, journalTitle=硅酸盐学报, columnName=先进海洋材料专题—研究论文, runingTitle=null, highlight=null, articleAbstract=

盐雾湿润-干燥循环作用下，处于潮汐区、浪溅区、大气区等近海地区的海工混凝土耐久性加速劣化，内部钢筋锈蚀风险增高。考虑配合比、干湿比和暴露时间等参数影响，基于盐雾湿润-干燥循环试验，结合分层磨粉-电位滴定的测试方法，对近海环境水泥基材料中氯离子扩散规律展开研究。结果表明：盐雾湿润-干燥循环作用下，砂浆内氯离子的沉积与传输主要受干湿比、水胶比和暴露时间等影响，其中，水胶比的影响最为显著，干湿比对其影响较小。氯离子峰值浓度C_max与有效扩散系数D_eff随着砂浆水胶比的增大而增加。提高粉煤灰掺量、增加干湿循环次数后，C_max呈现典型先增高后降低的趋势。随着暴露时间的延长，D_eff减小；随着粉煤灰掺量的增加，D_eff先增后减。选用较低水胶比混凝土，引入粉煤灰可有效延缓氯离子的侵蚀速率，进而提升结构的耐久性能。

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YUAN Qiang (1981-), male, Ph.D., Professor. E-mail: yuanqiang@csu.edu.cn

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YUAN Qiang (1981-), male, Ph.D., Professor. E-mail: yuanqiang@csu.edu.cn

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元强（1981—），男，博士，教授。

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