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dc.contributor.advisorHerbert H. Einstein and Daniele Veneziano.en_US
dc.contributor.authorLow, Bak Kongen_US
dc.contributor.otherMassachusetts Institute of Technology. Dept. of Civil Engineering.en_US
dc.date.accessioned2012-05-15T20:56:37Z
dc.date.available2012-05-15T20:56:37Z
dc.date.issued1979en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/70611
dc.descriptionThesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1979.en_US
dc.descriptionMICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.en_US
dc.descriptionBibliography: leaf 113.en_US
dc.description.statementofresponsibilityby Bak Kong Low.en_US
dc.format.extent113 leavesen_US
dc.language.isoengen_US
dc.publisherMassachusetts Institute of Technologyen_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 Engineering.en_US
dc.subject.lcshRock slopesen_US
dc.subject.lcshJoints (Geology)en_US
dc.subject.lcshPlastic analysis (Engineering)en_US
dc.subject.lcshErosionen_US
dc.subject.lcshReliability (Engineering)en_US
dc.titleReliability of rock slopes with wedge mechanismsen_US
dc.typeThesisen_US
dc.description.degreeM.S.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil Engineeringen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc07542234en_US


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