Article(id=1318974520376017247, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318974513019207979, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20220838, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1664985600000, receivedDateStr=2022-10-06, revisedDate=1670169600000, revisedDateStr=2022-12-05, acceptedDate=null, acceptedDateStr=null, onlineDate=1792397631019, onlineDateStr=2026-10-19, pubDate=1685289600000, pubDateStr=2023-05-29, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792397631019, onlineIssueDateStr=2026-10-19, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792397631019, creator=13701087609, updateTime=1792397631019, updator=13701087609, issue=Issue{id=1318974513019207979, tenantId=1146029695717560320, journalId=1263187385517883426, year='2023', volume='51', issue='7', pageStart='1649', pageEnd='1882', issueExtLink='null', onlineDate='null', pubDate='1689782400000', pubDateStr='2023-07-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792397629265, creator='13701087609', updateTime=1792399256269, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1318981337223119779, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318974513019207979, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1318981337223119780, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318974513019207979, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1660, endPage=1669, ext={EN=ArticleExt(id=1318974520623481184, articleId=1318974520376017247, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Interfacial Adhesion Mechanism of Cement Grout Asphalt Composite Material, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

It is essential for the adhesion mechanism of the cement-asphalt interface to evaluate the performance of cement-asphalt composite material in a micro-scale. The interface molding experiment was designed in laboratory according to the actual formation process. The influences of environmental temperature, grouting type and asphalt type on the cement-asphalt interfacial bonding characteristics were investigated. The microstructures and features of the cement-asphalt interfacial transition zone were analyzed by scanning electronic microscopy, energy dispersive spectroscopy, and Fourier transformed infrared spectroscopy. The hydrophilia of grouting and asphalt was evaluated by contact angle analysis. The adhesion mechanism of the cement-asphalt interface was investigated. The results show that the bonding strength of the cement-asphalt interface decreases with increasing the temperature. The interfacial bonding strength of sulphoaluminate cement-asphalt is 1.03-1.98 N/mm² at 25-35 ℃, which is more than 10% greater than that of the Portland cement-asphalt. The interfacial bonding strength of sulphoaluminate cement-asphalt is 0.32-0.38 N/mm² at 60 ℃, which is increased by >80%, compared with that of Portland cement-asphalt. Grouting has a slight emulsification effect on the asphalt interface region, reflecting that the more free asphalt changes to structural asphalt and increases the bond strength. The cement-asphalt interfacial adhesion is due to the physical force. The adhesion failure is the damage between the structural asphalt and free asphalts. Based on the adhesion mechanism, the asphalt-cement composite material can be improved to reduce the crack risk of cement grouting asphalt composite pavement.

, authors=Jingyuan WANG¹, Jinxiang HONG^{1, 2}, Yu ZHANG¹, Zijia XIONG³, Yunsheng ZHANG¹, authorsList=Jingyuan WANG, Jinxiang HONG, Yu ZHANG, Zijia XIONG, Yunsheng ZHANG, authorCompany=null, correspAuthors=Jinxiang HONG, Yu ZHANG, 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=1318974520862556513, articleId=1318974520376017247, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=灌注式复合路面中的水泥浆-沥青界面粘附行为的作用机制, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

为探究灌注式复合路面中水泥基灌浆料-沥青胶凝体系界面微尺度粘附行为的作用机制，根据实际界面形成过程设计了实验室界面成型工艺，采用拉拔试验探究了环境温度、水泥基灌浆料类型和沥青类型对水泥浆-沥青界面粘结特性的影响。利用扫描电子显微镜、能谱仪和Fourier红外光谱仪研究了水泥浆-沥青界面过渡区的微观形貌与结构特征，采用接触角分析仪评价了水泥基灌浆料与沥青的浸润能力，揭示了水泥浆-沥青界面粘附行为的作用机制。结果表明：水泥浆-沥青界面的粘结强度随温度升高而降低；硫铝酸盐水泥基灌浆料与沥青在25~35 ℃时的界面粘结强度为1.03~1.98 N/mm²，比硅酸盐水泥基灌浆料与沥青的界面粘结强度提高了10%以上，硫铝酸盐水泥与沥青的界面强度在60 ℃时为0.32~0.38 N/mm²，比硅酸盐水泥与沥青的界面粘结强度提高了80%以上；水泥基灌浆料对沥青有微乳化作用，促使更多自由沥青转变为结构沥青，提高了水泥浆-沥青界面的粘结强度；水泥与沥青界面的粘附力主要为硬化水泥浆与沥青之间的机械作用力，水泥浆-沥青界面的粘附失效实际上是结构沥青与自由沥青之间的破坏。明确水泥-沥青界面粘附行为的作用机制可以解决水泥-沥青复合材料界面粘附性问题，为减少灌注式复合路面开裂破坏奠定理论基础。

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WANG Jingyuan (1997-), male, Master candidate. E-mail: 904124089@qq.com

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WANG Jingyuan (1997-), male, Master candidate. E-mail: 904124089@qq.com

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王敬元（1997—），男，硕士研究生。

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王敬元（1997—），男，硕士研究生。

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