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dc.contributor.advisorCharles C. Ladd.en_US
dc.contributor.authorO'Neill, Deirdre A. (Deirdre Anne)en_US
dc.contributor.otherMassachusetts Institute of Technology. Dept. of Civil Engineering.en_US
dc.date.accessioned2005-08-08T21:16:22Z
dc.date.available2005-08-08T21:16:22Z
dc.date.issued1987en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/14634
dc.descriptionThesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1987.en_US
dc.descriptionBibliography: v. 2, leaves 353-359.en_US
dc.description.statementofresponsibilityby Deirdre A. O'Neill.en_US
dc.format.extent2 v. (359 leaves)en_US
dc.format.extent24652140 bytes
dc.format.extent24651896 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.titleUndrained strength anisotropy of an overconsolidated thixotropic clayen_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.oclc18147634en_US


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