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dc.contributor.advisorRobert V. Whitman and Allen W. Marr.en_US
dc.contributor.authorBouckovalas, George.en_US
dc.contributor.otherMassachusetts Institute of Technology. Department of Civil Engineering.en_US
dc.date.accessioned2019-09-26T17:19:14Z
dc.date.available2019-09-26T17:19:14Z
dc.date.copyright1982en_US
dc.date.issued1982en_US
dc.identifier.urihttps://hdl.handle.net/1721.1/122294
dc.descriptionThesis (Sc.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982.en_US
dc.descriptionIncludes bibliographical references.en_US
dc.description.statementofresponsibilityby George Bouckovalas.en_US
dc.format.extent295 [i.e. 297] leavesen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsMIT theses are protected by copyright. They may be viewed, downloaded, or printed from this source but further reproduction or distribution in any format is prohibited without written permission.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582en_US
dc.subjectCivil Engineering.en_US
dc.subject.lcshFoundations.en_US
dc.subject.lcshDeformations (Mechanics)en_US
dc.subject.lcshSoil consolidation test.en_US
dc.subject.lcshFinite element method.en_US
dc.titleAn analytical method for predicting permanent deformation of foundations under cyclic loadsen_US
dc.typeThesisen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil Engineeringen_US
dc.identifier.oclc09719198en_US
dc.description.collectionThesis (Sc.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982.en_US
dspace.imported2019-09-26T17:19:14Zen_US
mit.thesis.degreeDoctoralen_US
mit.thesis.departmentCivEngen_US


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