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The effect of two sets of joints on rock slope reliability

dc.contributor.authorShair, Abdo Kamal.en_US
dc.contributor.otherMassachusetts Institute of Technology. Department of Civil Engineering.en_US
dc.date.accessioned2005-08-04T17:48:51Z
dc.date.available2005-08-04T17:48:51Z
dc.date.copyright1981en_US
dc.date.issued1981en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/15885en_US
dc.descriptionThesis: M.S., Massachusetts Institute of Technology, Department of Civil Engineering, 1981en_US
dc.description.statementofresponsibilityby Abdo Kamal Shair.en_US
dc.format.extentv, 308 leavesen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsMIT theses may be protected by copyright. Please reuse MIT thesis content according to the MIT Libraries Permissions Policy, which is available through the URL provided.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582en_US
dc.subjectCivil Engineering.en_US
dc.subject.lcshRock slopes Stability.en_US
dc.subject.lcshJoints (Geology) Mathematical models.en_US
dc.subject.otherJoints (Geology) fasten_US
dc.subject.otherJoints (Geology) fasten_US
dc.subject.otherRock slopes fasten_US
dc.titleThe effect of two sets of joints on rock slope reliabilityen_US
dc.typeThesisen_US
dc.description.degreeM.S.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil Engineeringen_US
dc.identifier.oclc08254628en_US
dc.description.collectionM.S. Massachusetts Institute of Technology, Department of Civil Engineeringen_US
dspace.imported2024-04-19T16:26:43Zen_US


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