Article(id=1322612330521805800, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322612265061306700, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20190573, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1566057600000, receivedDateStr=2019-08-18, revisedDate=1569254400000, revisedDateStr=2019-09-24, acceptedDate=null, acceptedDateStr=null, onlineDate=1793264952544, onlineDateStr=2026-10-29, pubDate=1589904000000, pubDateStr=2020-05-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793264952544, onlineIssueDateStr=2026-10-29, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793264952544, creator=13701087609, updateTime=1793264952544, updator=13701087609, issue=Issue{id=1322612265061306700, tenantId=1146029695717560320, journalId=1263187385517883426, year='2020', volume='48', issue='5', pageStart='615', pageEnd='786', issueExtLink='null', onlineDate='null', pubDate='1589904000000', pubDateStr='2020-05-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793264936938, creator='13701087609', updateTime=1793276961694, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322662700602208333, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322612265061306700, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322662700602208334, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322612265061306700, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=644, endPage=651, ext={EN=ArticleExt(id=1322612330857350121, articleId=1322612330521805800, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Relationship between Static Mechanical Properties and Composition of Cement and Emulsified Asphalt Mortar, columnId=null, journalTitle=Journal of the Chinese Ceramic Society, columnName=null, runingTitle=null, highlight=null, articleAbstract=

A mechanical model of cement and emulsified asphalt mortar (CA) from four different levels (i.e., cement hydration products, cement gel skeleton, cement asphalt composite system and CA mortar) was proposed based on the microscopic experimental results by backscatter electron imaging and X-ray diffraction and the Hashin composite ball model. The relationships among the elastic modulus of CA mortar, compressive strength f and composition parameters were investigated. The results show that the volume fraction of cement hydrate phase is an important parameter affecting the CA mortar elastic modulus and the compressive strength f. When asphalt is regarded as a pore or a low modulus component, the static elastic modulus of the CA mortar and the volume fraction of cement hydrate, compressive strength f and gel-space ratio all have a power function relationship > 0.8. The cement hydrate in the CA mortar is still a continuous phase and constitutes the composite gel skeleton, asphalt interspersing among them, and the contribution of asphalt to the CA mortar strength and elastic modulus is relatively low.

, authors=Huasheng ZHU^{1, 2}, Xiaohui ZENG^{1, 2}, Haichuan LIU^{1, 2}, Youjun XIE¹, Guangcheng LONG¹, Cong MA¹, authorsList=Huasheng ZHU, Xiaohui ZENG, Haichuan LIU, Youjun XIE, Guangcheng LONG, Cong MA, authorCompany=null, correspAuthors=Xiaohui ZENG, 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=1322612331234837482, articleId=1322612330521805800, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=水泥乳化沥青砂浆静态力学性能与组成的关系, columnId=null, journalTitle=硅酸盐学报, columnName=, runingTitle=null, highlight=null, articleAbstract=

基于背散射电子成像、扫描电子显微镜等微观实验结果，运用Hashin复合球模型，从水泥水化产物、水泥凝胶骨架、水泥沥青复合胶凝体系和水泥乳化沥青（CA）砂浆4个尺度，建立了CA砂浆的静态受压力学模型，分析了CA砂浆弹性模量E_CA、抗压强度f与组成的关系。结果表明：水泥水化物相体积分数V_CH是影响CA砂浆弹性模量E_CA和抗压强度f的主要参数；沥青视为气孔或低模量组分时，CA砂浆静态弹性模量E_CA与水泥水化物相体积分数V_CH、抗压强度f与胶空比x，均存在幂函数的关系，且R²>0.8；试验与模型分析表明，CA砂浆中水泥水化物为连续相并构成复合胶凝体骨架，沥青穿插其中，沥青对CA砂浆静态强度和弹性模量贡献较小。

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ZHU Huasheng (1994-), male, Master candidate. E-mail: 1453216189@qq.com

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朱华胜（1994—），男，硕士研究生。

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