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dc.contributor.advisorAndrew J. Whittle.en_US
dc.contributor.authorPestana-Nascimento, Juan Manuelen_US
dc.date.accessioned2005-08-16T23:58:16Z
dc.date.available2005-08-16T23:58:16Z
dc.date.issued1994en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/11724
dc.descriptionThesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1994.en_US
dc.descriptionIncludes bibliographical references.en_US
dc.description.statementofresponsibilityby Juan Manuel Pestana-Nascimento.en_US
dc.format.extent2 v. (473 leaves)en_US
dc.format.extent33037208 bytes
dc.format.extent33036967 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 and Environmental Engineeringen_US
dc.titleA unified constitutive model for clays and sandsen_US
dc.typeThesisen_US
dc.description.degreeSc.D.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc32525571en_US


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