Article(id=1311351202646950070, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1311351152067830064, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2026.20250297, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1740153600000, receivedDateStr=2025-02-22, revisedDate=1743868800000, revisedDateStr=2025-04-06, acceptedDate=1744214400000, acceptedDateStr=2025-04-10, onlineDate=1790580090437, onlineDateStr=2026-09-28, pubDate=1769270400000, pubDateStr=2026-01-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1790580090437, onlineIssueDateStr=2026-09-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1790580090437, creator=13701087609, updateTime=1790580090437, updator=13701087609, issue=Issue{id=1311351152067830064, tenantId=1146029695717560320, journalId=1205116964453384197, year='2026', volume='44', issue='1', pageStart='1', pageEnd='246', issueExtLink='null', onlineDate='null', pubDate='1769270400000', pubDateStr='2026-01-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=1, specialIssue=null, createTime=1790580078378, creator='13701087609', updateTime=1790588459421, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1311386304772927717, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1311351152067830064, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1311386304772927718, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1311351152067830064, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=114, endPage=118, ext={EN=ArticleExt(id=1311351202810527927, articleId=1311351202646950070, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Study on Pore Characteristics of Permeable Concrete Using CT Scanning Technology, columnId=null, journalTitle=Water Resources and Power, columnName=null, runingTitle=null, highlight=null, articleAbstract=

In order to deeply study the micromechanism of polypropylene steel-like fiber permeable concrete, the CT scanning technology was used to scan the specimens, and a visualization model of the pore structure was established through three-dimensional digital reconstruction technology. Based on the image analysis method, a comparative study was carried out on the morphological evolution characteristics of the internal pore system of the material before and after fiber modification. The results show that the addition of polypropylene steel-like fibers can effectively improve the strength of the specimens, but it will inhibit the water-permeability performance of the specimens. The porosity of each layer of the specimens is stable in the range of 15% and 20%, and the connected pores account for more than 97% of the total pores. In the specimens without added fibers, the number of large pores is small, but their volume proportion is large. After adding fibers, some large pores are transformed into medium-sized pores and the connectivity between pores is inhibited, thus changing the pore structure.

, authors=Li-na XU^1a, Chao WEI^1b, Xu DING^1b, Zhan-fang HUANG², Ning LIU^1b, authorsList=Li-na XU, Chao WEI, Xu DING, Zhan-fang HUANG, Ning LIU, authorCompany=null, correspAuthors=Zhan-fang HUANG, authorNote=null, 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=1311351203225764024, articleId=1311351202646950070, tenantId=1146029695717560320, journalId=1205116964453384197, language=CN, title=基于CT扫描技术的透水混凝土孔隙特性研究, columnId=1207271182139736888, journalTitle=水电能源科学, columnName=水工结构、水工材料与水利工程施工, runingTitle=null, highlight=null, articleAbstract=

为深入研究聚丙烯仿钢纤维透水混凝土的微观机理，采用CT扫描技术对试件进行扫描，通过三维数字重构技术建立了孔隙结构的可视化模型。基于图像分析方法对比研究了纤维改性前后材料内部孔隙系统的形态演变特征。结果表明，聚丙烯仿钢纤维的加入可有效提高试件的强度，但会抑制试块的透水性能，试块各层面孔隙率稳定在15%~20%之间，且连通孔隙占总孔隙的97%以上；未添加纤维的试块中大孔数量较少，但其体积占比较大；加入纤维后，部分大孔转化为中孔并抑制孔隙间的连通，从而改变孔隙结构。

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徐丽娜（1986-），女，博士、副教授，研究方向为岩土与城市地下工程，E-mail: xulina@jlju.edu.cn

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徐丽娜（1986-），女，博士、副教授，研究方向为岩土与城市地下工程，E-mail: xulina@jlju.edu.cn

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