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dc.contributor.advisorHerbert H. Einstein.en_US
dc.contributor.authorGlynn, Edward Francisen_US
dc.date.accessioned2014-10-08T15:19:27Z
dc.date.available2014-10-08T15:19:27Z
dc.date.issued1979en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/90633
dc.descriptionThesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1979.en_US
dc.descriptionMICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.en_US
dc.descriptionBibliography: p. 252-256.en_US
dc.format.extent463 p.en_US
dc.language.isoengen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.relation.ispartofseriesMassachusetts Institute of Technology. Department of Civil Engineering.en_US
dc.rightsM.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582en_US
dc.subjectCivil and Environmental Engineeringen_US
dc.subject.lcshRock slopes Stabilityen_US
dc.subject.lcshJoints (Geology)en_US
dc.subject.lcshStochastic analysisen_US
dc.titleA probabilistic approach to the stability of rock slopes.en_US
dc.typeThesisen_US
dc.description.degreePh.D.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineeringen_US
dc.identifier.oclc07126437en_US


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