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dc.contributor.authorO'Reilly, Kevin Joseph.en_US
dc.contributor.otherMassachusetts Institute of Technology. Department of Civil Engineering.en_US
dc.date.accessioned2005-08-04T16:19:22Z
dc.date.available2005-08-04T16:19:22Z
dc.date.copyright1980en_US
dc.date.issued1980en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/16090en_US
dc.descriptionThesis: M.S., Massachusetts Institute of Technology, Department of Civil Engineering, 1980en_US
dc.descriptionBibliography: p. 553.en_US
dc.description.statementofresponsibilityby Kevin Joseph O'Reilly.en_US
dc.format.extent553 p.en_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)en_US
dc.subject.lcshRock slopes Mathematical models.en_US
dc.subject.lcshStochastic processes.en_US
dc.titleThe effect of joint plane persistence 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.oclc07678949en_US
dc.description.collectionM.S. Massachusetts Institute of Technology, Department of Civil Engineeringen_US
dspace.imported2022-08-12T17:41:41Zen_US


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