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dc.contributor.advisorMohsen M. Baligh.en_US
dc.contributor.authorWhittle, Andrew Johnen_US
dc.contributor.otherMassachusetts Institute of Technology. Dept. of Civil Engineering.en_US
dc.date.accessioned2005-08-08T21:18:32Z
dc.date.available2005-08-08T21:18:32Z
dc.date.copyright1987en_US
dc.date.issued1987en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/14639
dc.descriptionThesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1987.en_US
dc.descriptionBibliography: v. 3, leaves 554-578.en_US
dc.description.statementofresponsibilityby Andrew John Whittle.en_US
dc.format.extent3 v. (641 leaves)en_US
dc.format.extent40372511 bytes
dc.format.extent40372264 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.titleA constitutive model for overconsolidated clays with application to the cyclic loading of friction pilesen_US
dc.typeThesisen_US
dc.description.degreeSc.D.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.oclc18149473en_US


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