Article(id=1222925287684297447, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1222925278838513745, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20220292, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1645200000000, receivedDateStr=2022-02-19, revisedDate=1648396800000, revisedDateStr=2022-03-28, acceptedDate=null, acceptedDateStr=null, onlineDate=1769497709437, onlineDateStr=2026-01-27, pubDate=1677254400000, pubDateStr=2023-02-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769497709437, onlineIssueDateStr=2026-01-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769497709437, creator=13701087609, updateTime=1769497709437, updator=13701087609, issue=Issue{id=1222925278838513745, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='2', 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=1769497707328, creator=13701087609, updateTime=1769497707328, updator=13701087609, preIssue=null, nextIssue=null, ext=null, issueFiles=null}, startPage=177, endPage=181, ext={EN=ArticleExt(id=1222925288397329178, articleId=1222925287684297447, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Influence of Delay Effect on Engineering Characteristics of Cement Improved Silty Fine Sand, columnId=1222925283779400191, journalTitle=Water Resources and Power, columnName=WATER CONSERVANCY AND HYDROPOWER ENGINEERING, runingTitle=null, highlight=null, articleAbstract=

In view of the problem that the compaction coefficient of cement improved silty fine sand road in Gobi area is difficult to meet the standard after the completion of rolling inspection as an engineering material, after comprehensive analysis, it is found that the timeliness of cement improved silty fine sand is not considered in on-site construction and inspection. Through the design of compaction test and unconfined compression test of cement improved silty fine sand under different delay time, the influence of delay time on the compaction characteristics and strength characteristics of cement modified silty fine sand was analyzed. Considering the strength change of Subgrade in seasonally frozen area after freeze-thaw cycle, the freeze-thaw cycle test of cement modified silty fine sand under the influence of delay time was designed. The results show that with the increase of delay time, the maximum dry density of cement modified silty fine sand first increases and then decreases, and the optimal water content first increases, then tends to be flat and then increases; The saturated 7 d unconfined compressive strength and the strength after freeze-thaw cycle decreased gradually with the increase of delay time; The structure formed by cement hydration inside admixture has been destroyed after being rolled and formed, reducing the cement effectiveness.

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针对戈壁地区水泥改良粉细砂作为工程材料碾压结束检测后压实系数难以达标的问题，综合分析后发现现场施工及检测未考虑水泥改良粉细砂的时效性，通过设计不同延迟时间下水泥改良粉细砂的击实试验及无侧限抗压试验，分析延迟时间对水泥改良粉细砂击实特性及强度特性的影响。同时考虑季冻区路基经受冻融循环后强度变化，设计在延迟时间影响下水泥改良粉细砂的冻融循环试验。结果表明，随着延迟时间的增大，水泥改良粉细砂的最大干密度先增大后减小，最优含水率先增大后趋于平缓再增大；饱和7 d无侧限抗压强度和冻融循环后强度均随延迟时间的增大逐渐减小；掺和料内部水泥水化形成的结构在经历碾压成型后已受到破坏，降低了水泥效力。

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陈伟（1997-），男，硕士研究生，研究方向为岩土工程，E-mail：1289578350@qq.com

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陈伟（1997-），男，硕士研究生，研究方向为岩土工程，E-mail：1289578350@qq.com

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