Article(id=1222963549077491756, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1222963536863678929, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20220195, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1643817600000, receivedDateStr=2022-02-03, revisedDate=1656000000000, revisedDateStr=2022-06-24, acceptedDate=null, acceptedDateStr=null, onlineDate=1769506831664, onlineDateStr=2026-01-27, pubDate=1682352000000, pubDateStr=2023-04-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769506831664, onlineIssueDateStr=2026-01-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769506831664, creator=13701087609, updateTime=1769506831664, 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=181, endPage=185, ext={EN=ArticleExt(id=1222963550319005758, articleId=1222963549077491756, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Experimental and Numerical Simulation Study on Mechanical Properties of Sandstone with Prefabricated Intermittent Fissures, columnId=1222925283779400191, journalTitle=Water Resources and Power, columnName=WATER CONSERVANCY AND HYDROPOWER ENGINEERING, runingTitle=null, highlight=null, articleAbstract=

In order to study the mechanical properties of rocks with prefabricated fissures, rock specimens with intermittent fissures at different angles were prepared. Uniaxial compression test was carried out on the specimens with fissures using uniaxial compression test equipment. It is found that the uniaxial compressive strength of 40° intermittent fissures is the largest, followed by that of 60°and 20°. The PFC2D was used to simulate the test process. The change law of microcrack and stress in the test process was analyzed. It is found that the strength of rock bridge has an important impact on the uniaxial compressive strength of the specimen. Through comparison, the change law of stress-strain curve of numerical simulation is basically consistent with that of physical test.

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为了研究含预制裂隙岩石的力学特性，制备不同角度的断续裂隙类岩石试件，对含裂隙岩石试件进行单轴试验，发现倾角40°断续裂隙的单轴抗压强度最大，60°次之，20°最小。使用PFC2D对试验过程进行模拟，并分析试验过程中微裂纹与应力的变化规律，发现岩桥强度对试件单轴抗压强度具有重要影响，通过对比发现数值模拟的应力-应变曲线的变化规律与物理试验结果基本一致。

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刘树新（1971-），男，博士、教授，研究方向为岩石力学、采矿工艺等，E-mail：sxbt@163.com

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刘树新（1971-），男，博士、教授，研究方向为岩石力学、采矿工艺等，E-mail：sxbt@163.com

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