Article(id=1242132338319106694, tenantId=1146029695717560320, journalId=1146031591421210625, issueId=1242132333717955188, articleNumber=null, orderNo=6, doi=10.3981/j.issn.1000-7857.2014.22.004, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1396886400000, receivedDateStr=2014-04-08, revisedDate=1403193600000, revisedDateStr=2014-06-20, acceptedDate=null, acceptedDateStr=null, onlineDate=1408084870047, onlineDateStr=2014-08-15, pubDate=1407427200000, pubDateStr=2014-08-08, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1408084870047, onlineIssueDateStr=2014-08-15, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1774077027155, creator=sys-migrate, updateTime=1774077027155, updator=sys-migrate, issue=Issue{id=1242132333717955188, tenantId=1146029695717560320, journalId=1146031591421210625, year='2014', volume='32', issue='22', pageStart='1', pageEnd='95', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=3, issueType=-1, specialIssue=null, createTime=1774077026057, creator=sys-migrate, updateTime=1774077026057, updator=sys-migrate, preIssue=null, nextIssue=null, ext=null, issueFiles=null}, startPage=34, endPage=37, ext={EN=ArticleExt(id=1242132341829743478, articleId=1242132338319106694, tenantId=1146029695717560320, journalId=1146031591421210625, language=EN, title=Analysis of Cement Pillar Stability Based on Hyperstatic Structure Theory and Numerical Simulation, columnId=1242116080374710456, journalTitle=Science & Technology Review, columnName=Articles, runingTitle=null, highlight=null, articleAbstract=In order to evaluate the stability of cement pillar scientifically and accurately, an analytic evaluation method that is based on the theory of statically indeterminate structure and numerical simulation is proposed. An artificial pillar is simplified to a statically indeterminate structure and the maximum stress is calculated by an indeterminate model using the comprehensive action of tailings backfill lateral pressure, top loose rock pressure and its own gravity. The pillar stability is tested by uniaxial compressive test data on cemented waste-rock and the finite element analysis software Midas, which is used to simulate the loading force and output the effective stress and strain-displacement. The cement pillar of Dahongshan copper mine is used as an example, and it is shown that the maximum stresses by statically indeterminate theory and simulation software are 6.27 MPa and 3.55 MPa, respectively, the maximum strain-displacement is 40.46 mm, and the cemented waste-rock uniaxial compressive strength is 10.9 MPa. All of the above shows that it is feasible to test the pillar stability by the method of statically indeterminate and numerical simulation., correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=A/RkSPgoKxPaMEc1mQYFIg==, pdfFileSize=1976123, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, authorCompany=School of Resources and Safety Engineering, Central South University, Changsha 410083, China, fund=null, authors=YU Jian, WANG Guihuang, authorsList=YU Jian, WANG Guihuang), CN=ArticleExt(id=1242132340974105453, articleId=1242132338319106694, tenantId=1146029695717560320, journalId=1146031591421210625, language=CN, title=基于超静定理论及数值模拟的胶结矿柱稳定性分析, columnId=1146540929516700224, journalTitle=科技导报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=为科学、精确地评价井下胶结矿柱的稳定性,提出基于超静定理论及数值模拟的矿柱稳定性分析方法。将人工胶结矿柱简化为超静定结构,建立超静定理论模型,计算矿柱在尾砂充填体不均匀侧压载荷、自重和顶部冒落拱压力综合作用下的最大应力,并采用Midas 有限元软件模拟分析矿柱的有效应力及应变位移,结合废石块胶结模型的单轴抗压强度试验值对矿柱的稳定性进行评价。以大红山铜矿人工胶结矿柱为例的分析结果显示,超静定理论模型计算的最大应力为6.27 MPa,数值模拟的最大应力、最大位移为3.55 MPa 和40.46 mm,试验测得的胶结废石块模型单轴抗压强度为10.9 MPa,表明采用超静定理论计算与数值模拟相结合评价矿柱稳定性的方法可行。, correspAuthors=null, authorNote=余健,教授,研究方向为无轨机械化采矿工艺与技术,电子信箱:zxs143@163.com;汪圭煌(共同第一作者),硕士研究生,研究方向为无轨机械化采矿工艺与技术,电子信箱:15274940340@163.com, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=62gI8UsgMohXGZjfuS+31Q==, pdfFileSize=1976123, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, authorCompany=中南大学资源与安全工程学院, 长沙410083, fund=云南省科技合作计划重大项目(2003UDBEA01A052), authors=余健, 汪圭煌, authorsList=余健, 汪圭煌)}, authors=[Author(id=1276557940723151274, tenantId=1146029695717560320, journalId=null, articleId=1242132338319106694, orderNo=null, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=null, email=null, emailSecond=null, emailThird=null, correspondingAuthor=null, authorType=null, ext={EN=AuthorExt(id=null, tenantId=null, journalId=1146031591421210625, articleId=1242132338319106694, authorId=1276557940723151274, language=EN, stringName=YU Jian, WANG Guihuang, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=null, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=null, tenantId=null, journalId=1146031591421210625, articleId=1242132338319106694, authorId=1276557940723151274, language=CN, stringName=余健, 汪圭煌, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=null, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null)}, companyList=null)], keywords=[Keyword(id=1242132340667921257, tenantId=1146029695717560320, journalId=1146031591421210625, articleId=1242132338319106694, language=CN, orderNo=1, keyword=胶结矿柱稳定性), Keyword(id=1242132340764390250, tenantId=1146029695717560320, journalId=1146031591421210625, articleId=1242132338319106694, language=CN, orderNo=1, keyword=超静定结构), Keyword(id=1242132340848276331, tenantId=1146029695717560320, journalId=1146031591421210625, articleId=1242132338319106694, language=CN, orderNo=1, keyword=充填体侧压), Keyword(id=1242132341531947889, tenantId=1146029695717560320, journalId=1146031591421210625, articleId=1242132338319106694, language=EN, orderNo=1, keyword=stability of cement pillar), Keyword(id=1242132341603251059, tenantId=1146029695717560320, journalId=1146031591421210625, articleId=1242132338319106694, language=EN, orderNo=1, keyword=statically indeterminate structure), Keyword(id=1242132341691331444, tenantId=1146029695717560320, journalId=1146031591421210625, articleId=1242132338319106694, language=EN, orderNo=1, keyword=tailings backfill lateral force)], refs=null, funds=null, companyList=null, figs=null, attaches=null, journal=Journal(id=1125356956822126595, delFlag=0, nameCn=科技导报, nameEn=Science & Technology Review, nameHistory1=null, nameHistory2=null, issn=1000-7857, eissn=, cn=11-1421/N, coden=null, periodic=3, language=CN, oaType=0, ccby=null, superviseOffice=null, ownerOffice=null, pubOffice=null, editorOffice=null, officeType=null, aims=null, clcCode=null, officeProv=null, officeCity=null, officeAddr=null, officeZip=null, officeEmail=null, officePhone=null, editDirector=null, officeDirector=null, officeDirectorPhone=null, officeStaffNum=null, officeEmpNum=null, coverPicUrl=aEuqdCNQUjPEKa3rm5A/8Q==, journalPrice=null, startedYear=null, abbrevIsoEn=Sci Technol Rev, journalRemark=null, publicationField=null, createdTime=null, updatedTime=1754267492363, createdBy=null, updatedBy=13701087609, firstLetterCn=S, firstLetterEn=S, subjectCode=Natural Sciences, subjectName=自然科学, subjectCodeEn=Natural Sciences, subjectNameEn=null, picCn=aEuqdCNQUjPEKa3rm5A/8Q==, picEn=4AIQ9/oc3H8lvjeELJ6WWw==, jcr=null, cjcr=null, exts=[JournalExt(id=1159045127382855686, language=CN, name=科技导报, nameHistory1=null, nameHistory2=null, managedBy=中国科学技术协会, sponsoredBy=中国科学技术协会, publishedBy=科技导报社, editorOffice=, officeProv=null, officeCity=null, officeAddr=, officeZip=, editDirector=null, officeDirector=null, officePhone=null, coverPicUrl=null, journalRemark=, submitArticleUrl=null, websiteUrl=http://www.kjdb.org/CN/home, createdTime=1754267492385, updatedTime=1754267492385, createdBy=13701087609, updatedBy=13701087609, submissionGuidelinesUrl=http://www.kjdb.org/CN/column/column7.shtml, submissionAuthorUrl=https://kjdbauthor.cast.org.cn/webm, submissionEditorUrl=https://kjdbeditor.cast.org.cn/webm/, submissionReviewUrl=https://kjdbauthor.cast.org.cn/webm, submissionCeEditorUrl=https://kjdbeditor.cast.org.cn/webm/, submissionAeEditorUrl=https://kjdbeditor.cast.org.cn/webm/, option={"copyright":""}), JournalExt(id=1159045127433187335, language=EN, name=Science & Technology Review, nameHistory1=null, nameHistory2=null, managedBy=, sponsoredBy=, publishedBy=, editorOffice=, officeProv=null, officeCity=null, officeAddr=, officeZip=, editDirector=null, officeDirector=null, officePhone=null, coverPicUrl=null, journalRemark=, submitArticleUrl=null, websiteUrl=http://www.kjdb.org/EN/home, createdTime=1754267492398, updatedTime=1754267492398, createdBy=13701087609, updatedBy=13701087609, submissionGuidelinesUrl=http://www.kjdb.org/EN/column/column7.shtml, submissionAuthorUrl=https://kjdbauthor.manuscriptcloud.com/login, submissionEditorUrl=https://kjdbeditor.manuscriptcloud.com/login, submissionReviewUrl=https://kjdbauthor.manuscriptcloud.com/login, submissionCeEditorUrl=https://kjdbeditor.manuscriptcloud.com/login, submissionAeEditorUrl=https://kjdbeditor.manuscriptcloud.com/login, option={"copyright":""})], databaseList=null, tenantJournalId=1146031591421210625, websiteList=[Website(id=1146104741081231361, webName=null, webTitle=null, webDomain=null, webCopyrigh=null, webIpcNo=null, seoTitle=null, seoKeywords=null, seoDescription=null, tenantJournalId=null, journalId=1146031591421210625, journalNameCn=null, journalNameEn=null, grayFlag=null, tenantId=1146029695717560320, platformId=null, journalGroupId=null, journalGroupNameCn=null, journalGroupNameEn=null, type=1, domain=https://castjournals.cast.org.cn/joweb/kjdb/CN, language=CN, createTime=1751182263881, createBy=18614031015, updateTime=1751778001962, updateBy=18614031015, name=科技导报, tplId=1146099689490845704, title=科技导报, delFlag=0, indexPage=/home, props=[WebsiteProps(id=1148021146403992296, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1146104741081231361, code=articleTextType, value=kx, createTime=1751639170504, updateTime=1751639170504, creator=18614031015, updator=18614031015), WebsiteProps(id=1148021146378826469, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1146104741081231361, code=banner, value=null, createTime=1751639170498, updateTime=1751639170498, creator=18614031015, updator=18614031015), WebsiteProps(id=1148021146366243556, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1146104741081231361, code=logo, value=https://castjournals.cast.org.cn/joweb/kjdb/CN/file/pic?fileId=9GHSf7eGlIPH0Tv/OOdstA==, createTime=1751639170495, updateTime=1751639170495, creator=18614031015, updator=18614031015), WebsiteProps(id=1148021146395603687, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1146104741081231361, code=picServerUrl, value=https://castjournals.cast.org.cn/joweb/kjdb/CN/file/pic, createTime=1751639170502, updateTime=1751639170502, creator=18614031015, updator=18614031015), WebsiteProps(id=1148021146387215078, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1146104741081231361, code=staticResourcePath, value=https://castjournals.cast.org.cn/joweb/cast_kjdb_cn_619/, createTime=1751639170500, updateTime=1751639170500, creator=18614031015, updator=18614031015)]), Website(id=1146105254833139715, webName=null, webTitle=null, webDomain=null, webCopyrigh=null, webIpcNo=null, seoTitle=null, seoKeywords=null, seoDescription=null, tenantJournalId=null, journalId=1146031591421210625, journalNameCn=null, journalNameEn=null, grayFlag=null, tenantId=1146029695717560320, platformId=null, journalGroupId=null, journalGroupNameCn=null, journalGroupNameEn=null, type=1, domain=https://castjournals.cast.org.cn/joweb/kjdb/EN, language=EN, createTime=1751182386363, createBy=18614031015, updateTime=1753500121937, updateBy=18614031015, name=科技导报, tplId=1146101810881728533, title=Science & Technology Review, delFlag=0, indexPage=/home, props=[WebsiteProps(id=1155838567709528217, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1146105254833139715, code=articleTextType, value=kx, createTime=1753502988984, updateTime=1753502988984, creator=18614031015, updator=18614031015), WebsiteProps(id=1155838567692750998, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1146105254833139715, code=banner, value=null, createTime=1753502988980, updateTime=1753502988980, creator=18614031015, updator=18614031015), WebsiteProps(id=1155838567688556693, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1146105254833139715, code=logo, value=https://castjournals.cast.org.cn/joweb/kjdb/EN/file/pic?fileId=9GHSf7eGlIPH0Tv/OOdstA==, createTime=1753502988979, updateTime=1753502988979, creator=18614031015, updator=18614031015), WebsiteProps(id=1155838567705333912, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1146105254833139715, code=picServerUrl, value=https://castjournals.cast.org.cn/joweb/kjdb/EN/file/pic, createTime=1753502988983, updateTime=1753502988983, creator=18614031015, updator=18614031015), WebsiteProps(id=1155838567701139607, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1146105254833139715, code=staticResourcePath, value=https://castjournals.cast.org.cn/joweb/cast_kjdb_en_623/, createTime=1753502988982, updateTime=1753502988982, creator=18614031015, updator=18614031015)])], journalTitle=科技导报, weixinUrl=null, journalUrl=null, iacademicId=null, status=0, seqNo=null, journalTitleEn=Science & Technology Review, journalPhotoCn=aEuqdCNQUjPEKa3rm5A/8Q==, journalPhotoEn=4AIQ9/oc3H8lvjeELJ6WWw==, journalFirstLetter=S, journalRecommend=null, journalNew=null, journalCollection=1, jcrJf=null, cjcrJf=0.91, jcrJfStr=null, cjcrJfStr=null, submissionFirstDecision=null, sciSubjectClassification=null, casSubjectClassification=null, citeScore=null, totalCitationFrequency=null, icpCode=null, psCode=null, advertisingLicenseCode=null, copyrightInformation=null, country=null, option=null, provinceCode=null, provinceName=null, collectFlag=false), detailUrlCn=https://castjournals.cast.org.cn/joweb/kjdb/CN/10.3981/j.issn.1000-7857.2014.22.004, detailUrlEn=https://castjournals.cast.org.cn/joweb/kjdb/EN/10.3981/j.issn.1000-7857.2014.22.004, pdfUrlCn=https://castjournals.cast.org.cn/joweb/kjdb/CN/PDF/10.3981/j.issn.1000-7857.2014.22.004, pdfUrlEn=https://castjournals.cast.org.cn/joweb/kjdb/EN/PDF/10.3981/j.issn.1000-7857.2014.22.004, aliStartDate=null, aliEndDate=null, collectionFlag=false, citedCount=null, citedUrl=null, reference=null)
收藏切换
基于超静定理论及数值模拟的胶结矿柱稳定性分析
收藏切换
PDF下载
余健, 汪圭煌
科技导报 | 研究论文 2014,32(22): 34-37
收起
收藏切换
科技导报 | 研究论文 2014, 32(22): 34-37
基于超静定理论及数值模拟的胶结矿柱稳定性分析
全屏
余健, 汪圭煌
作者信息
Analysis of Cement Pillar Stability Based on Hyperstatic Structure Theory and Numerical Simulation
YU Jian, WANG Guihuang
Affiliations
出版时间: 2014-08-08 doi: 10.3981/j.issn.1000-7857.2014.22.004
文章导航
收藏切换
为科学、精确地评价井下胶结矿柱的稳定性,提出基于超静定理论及数值模拟的矿柱稳定性分析方法。将人工胶结矿柱简化为超静定结构,建立超静定理论模型,计算矿柱在尾砂充填体不均匀侧压载荷、自重和顶部冒落拱压力综合作用下的最大应力,并采用Midas 有限元软件模拟分析矿柱的有效应力及应变位移,结合废石块胶结模型的单轴抗压强度试验值对矿柱的稳定性进行评价。以大红山铜矿人工胶结矿柱为例的分析结果显示,超静定理论模型计算的最大应力为6.27 MPa,数值模拟的最大应力、最大位移为3.55 MPa 和40.46 mm,试验测得的胶结废石块模型单轴抗压强度为10.9 MPa,表明采用超静定理论计算与数值模拟相结合评价矿柱稳定性的方法可行。
胶结矿柱稳定性  /  超静定结构  /  充填体侧压
In order to evaluate the stability of cement pillar scientifically and accurately, an analytic evaluation method that is based on the theory of statically indeterminate structure and numerical simulation is proposed. An artificial pillar is simplified to a statically indeterminate structure and the maximum stress is calculated by an indeterminate model using the comprehensive action of tailings backfill lateral pressure, top loose rock pressure and its own gravity. The pillar stability is tested by uniaxial compressive test data on cemented waste-rock and the finite element analysis software Midas, which is used to simulate the loading force and output the effective stress and strain-displacement. The cement pillar of Dahongshan copper mine is used as an example, and it is shown that the maximum stresses by statically indeterminate theory and simulation software are 6.27 MPa and 3.55 MPa, respectively, the maximum strain-displacement is 40.46 mm, and the cemented waste-rock uniaxial compressive strength is 10.9 MPa. All of the above shows that it is feasible to test the pillar stability by the method of statically indeterminate and numerical simulation.
stability of cement pillar  /  statically indeterminate structure  /  tailings backfill lateral force
余健, 汪圭煌. 基于超静定理论及数值模拟的胶结矿柱稳定性分析. 科技导报, 2014 , 32 (22) : 34 -37 . DOI: 10.3981/j.issn.1000-7857.2014.22.004
YU Jian, WANG Guihuang. Analysis of Cement Pillar Stability Based on Hyperstatic Structure Theory and Numerical Simulation[J]. Science & Technology Review, 2014 , 32 (22) : 34 -37 . DOI: 10.3981/j.issn.1000-7857.2014.22.004
2014年第32卷第22期
PDF下载
224
45
引用本文
BibTeX
文章信息
doi: 10.3981/j.issn.1000-7857.2014.22.004
  • 接收时间:2014-04-08
  • 首发时间:2014-08-15
  • 出版时间:2014-08-08
补充材料
相关文章
文章信息
作者
出版历史
  • 收稿日期:2014-04-08
  • 修回日期:2014-06-20
基金
作者信息
参考文献
分享链接
https://castjournals.cast.org.cn/joweb/kjdb/CN/10.3981/j.issn.1000-7857.2014.22.004
分享至
全文二维码

扫描看全文

引用本文
BibTeX
本文的引用情况
2种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
关闭全屏