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dc.contributor.advisorMoshen M. Baligh.en_US
dc.contributor.authorKavvadas, Michaelen_US
dc.contributor.otherMassachusetts Institute of Technology. Dept. of Civil Engineering.en_US
dc.date.accessioned2005-08-04T16:15:44Z
dc.date.available2005-08-04T16:15:44Z
dc.date.copyright1980en_US
dc.date.issued1980en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/16081
dc.descriptionThesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1980.en_US
dc.descriptionMICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.en_US
dc.descriptionBibliography: leaves 151-155.en_US
dc.description.statementofresponsibilityby Michael Kavvadas.en_US
dc.format.extent155 leavesen_US
dc.format.extent6168428 bytes
dc.format.extent6168180 bytes
dc.format.mimetypeapplication/pdf
dc.format.mimetypeapplication/pdf
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/1721.1/7582
dc.subjectCivil Engineering.en_US
dc.subject.lcshSoil mechanics Mathematical modelsen_US
dc.subject.lcshPlasticityen_US
dc.subject.lcshClay soilsen_US
dc.subject.lcshSoil consolidationen_US
dc.subject.lcshStrains and stressesen_US
dc.titleStress-strain models for soils based on plasticity theoryen_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.oclc07647674en_US


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