Article(id=1321895047260386163, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321894989857141221, articleNumber=null, orderNo=null, doi=null, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1755014400000, receivedDateStr=2025-08-13, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793093938888, onlineDateStr=2026-10-27, pubDate=1787587200000, pubDateStr=2026-08-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793093938888, onlineIssueDateStr=2026-10-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793093938888, creator=13701087609, updateTime=1793093938888, updator=13701087609, issue=Issue{id=1321894989857141221, tenantId=1146029695717560320, journalId=1225396423026438145, year='2026', volume='46', issue='8', pageStart='1', pageEnd='324', issueExtLink='null', onlineDate='null', pubDate='1787587200000', pubDateStr='2026-08-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793093925203, creator='13701087609', updateTime=1793094606751, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1321897848535372687, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321894989857141221, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1321897848535372688, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321894989857141221, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=215, endPage=224, ext={EN=ArticleExt(id=1321895047449129844, articleId=1321895047260386163, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Study on the Mechanical Properties and Permeability Evolution of Limestone with Parallel Double Fissures Before and After Grouting Under Complete Stress-Strain Condition, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=

In order to investigate the mechanical properties and permeability evolution of limestone with parallel double fissures during complete stress-strain processes before and after grouting, the complete stress-strain seepage tests was carried out on limestone with 45° parallel double fissures before and after grouting under the confining pressure of 10 MPa, 20 MPa and 30 MPa. The test results show that the strength of limestone with parallel double fissures before and after grouting increases nonlinearly with the increase of confining pressure, but the permeability decreases with the increase of confining pressure. Under the same confining pressure conditions, the strength of the specimens after grouting is significantly improved compared with that before grouting. Before grouting, the permeability of parallel double fissures specimens showed a "double peak" phenomenon. After grouting, the grout filled the cracks of the specimens, enhanced the bonding force between the fissure surfaces, changed the geometric shape and mechanical properties of the fissures, thus reducing the occurrence of "double peak" phenomenon. Compared with the specimens before grouting, the pre-peak permeability of the specimens after grouting decreased slightly, but the post-peak permeability decreased significantly. The five key permeability values of the two types of specimens gradually decrease with the increase of confining pressure. Under the same confining pressure, the key permeability values of the specimens after grouting are significantly lower than those of the ungrouted specimens.

, authors=Ximing Luo¹, Yanlin Zhao¹, Rui Luo¹, Zhe Tan¹, Yingjie Zhang¹, Minzhen Zhang², Tianyao Li², Zhao Liu³, authorsList=Ximing Luo, Yanlin Zhao, Rui Luo, Zhe Tan, Yingjie Zhang, Minzhen Zhang, Tianyao Li, Zhao Liu, authorCompany=null, correspAuthors=Yanlin Zhao, 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=1321895047709176693, articleId=1321895047260386163, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=全应力-应变条件下注浆前后平行双裂隙灰岩的力学性质和渗透性演化规律研究, columnId=1226462295417598973, journalTitle=矿业研究与开发, columnName=矿山安全与环保, runingTitle=null, highlight=null, articleAbstract=

为了探究平行双裂隙灰岩在注浆前后全应力-应变渗流过程中的力学特性及渗透性演化规律，在围压为10 MPa、20 MPa、30 MPa条件下，对注浆前后45°倾角平行双裂隙灰岩开展全应力-应变渗流试验。试验结果表明：注浆前后平行双裂隙灰岩的强度均随围压增大呈现非线性上升趋势，但渗透率随围压的增大而减小；在围压条件相同的情况下，注浆后的试件强度相较于注浆前的有明显提升；注浆前平行双裂隙试件渗透率出现“双峰”现象，注浆后浆液充填试件裂隙，增强了裂隙面之间的黏结力，改变了裂隙的几何形态和力学性质，从而减少了“双峰”现象的出现；与注浆前试件相比，注浆后试件峰前渗透率降幅有限，但峰后渗透率显著下降；两类试件的5个关键渗透率值均随围压升高呈逐渐降低趋势，在相同围压条件下，注浆后试件的关键渗透率值均显著低于未注浆试件。

, authors=罗曦明¹, 赵延林¹, 罗睿¹, 谭哲¹, 张英杰¹, 张敏真², 李天尧², 刘钊³, authorsList=罗曦明, 赵延林, 罗睿, 谭哲, 张英杰, 张敏真, 李天尧, 刘钊, authorCompany=null, correspAuthors=赵延林, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=xIat1PHWlM7Zvz2g/WEbFQ==, magXml=oG1u3HFyQuEKGeSy8K+8pw==, pdfUrl=null, pdf=/fZDcjWvz1g/dXR7bEe40A==, pdfFileSize=4594761, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=VBITOTi9meLEWKbcA5oWXg==, mapNumber=null, fund=null)}, authors=[Author(id=1321895048464151424, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321895047260386163, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=lxmedu@mail.hnust.edu.cn, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1321895048644506498, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321895047260386163, authorId=1321895048464151424, language=EN, stringName=Ximing Luo, firstName=Ximing, middleName=null, lastName=Luo, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=^1.School of Resources Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411100, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1321895048774529923, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321895047260386163, authorId=1321895048464151424, language=CN, stringName=罗曦明, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=^1．湖南科技大学 资源环境与安全工程学院，湖南 湘潭市　411100, bio={"content":"

罗曦明（1999—），男，湖南湘潭人，硕士，主要从事采矿工程与岩土工程方面的研究工作。E-mail:lxmedu@mail.hnust.edu.cn

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罗曦明（1999—），男，湖南湘潭人，硕士，主要从事采矿工程与岩土工程方面的研究工作。E-mail:lxmedu@mail.hnust.edu.cn

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