Article(id=1222963539321545058, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1222963536863678929, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20222474, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1669219200000, receivedDateStr=2022-11-24, revisedDate=1671811200000, revisedDateStr=2022-12-24, acceptedDate=null, acceptedDateStr=null, onlineDate=1769506829338, onlineDateStr=2026-01-27, pubDate=1682352000000, pubDateStr=2023-04-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769506829338, onlineIssueDateStr=2026-01-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769506829338, creator=13701087609, updateTime=1769506829338, updator=13701087609, issue=Issue{id=1222963536863678929, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='4', pageStart='1', pageEnd='220', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1769506828752, creator=13701087609, updateTime=1769508076664, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1222968771057279321, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1222963536863678929, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1222968771057279322, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1222963536863678929, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=159, endPage=162, ext={EN=ArticleExt(id=1222963539560620392, articleId=1222963539321545058, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Experimental Study on Compressive Strength of Full Aeolian Sand Concrete, columnId=1222925283779400191, journalTitle=Water Resources and Power, columnName=WATER CONSERVANCY AND HYDROPOWER ENGINEERING, runingTitle=null, highlight=null, articleAbstract=

In order to explore the influence of water-binder ratio, fly ash, slag powder content and age on the compressive strength of full aeolian sand concrete, the compressive strength test of full aeolian sand concrete was carried out. The microscopic characterization of its physical composition was implemented in combination with XRD results. The compressive strength prediction model of full aeolian sand concrete was established by multiple linear regression. The results show that the compressive strength of full aeolian sand concrete increases first and then decreases with the increase of water-binder ratio. When the water-binder ratio is 0.4, the compressive strength is the largest. The growth effect of fly ash on compressive strength of aeolian sand concrete is not as significant as that of slag powder. The incorporation of fly ash and slag powder is easier to convert AFt into AFm. The established compressive strength prediction model has high accuracy and is suitable for sand concrete. The research results can provide theoretical basis and technical support for the engineering application of full aeolian sand concrete.

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为探究水胶比、粉煤灰、矿粉掺量、龄期对全风积沙混凝土抗压强度的影响，开展了全风积沙混凝土抗压强度试验，结合XRD衍射结果对其物象成分进行微观表征，并通过多元线性回归建立全风积沙混凝土抗压强度预测模型。结果表明，全风积沙混凝土抗压强度随水胶比增大先增加后减小，当水胶比为0.4时，抗压强度最大；粉煤灰对全风积沙混凝土抗压强度增长效应不及矿粉增长效应显著；粉煤灰和矿粉的掺入更易将AFt转化为AFm；建立的抗压强度预测模型精度较高，适用于细砂混凝土。研究结果可为全风积沙混凝土的工程应用提供理论依据和技术支持。

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彭傲（1995-），男，硕士研究生，研究方向为建筑材料，E-mail：pengao2022@163.com

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彭傲（1995-），男，硕士研究生，研究方向为建筑材料，E-mail：pengao2022@163.com

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