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dc.contributor.advisorCharles C. Ladd and John T. Germaine.en_US
dc.contributor.authorEstabrook, Anne Heimen_US
dc.date.accessioned2005-09-21T22:00:59Z
dc.date.available2005-09-21T22:00:59Z
dc.date.copyright1991en_US
dc.date.issued1991en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/13394
dc.descriptionThesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1991.en_US
dc.descriptionIncludes bibliographical references (leaves 220-222).en_US
dc.description.statementofresponsibilityby Anne Heim Estabrook.en_US
dc.format.extent370 leavesen_US
dc.format.extent17459541 bytes
dc.format.extent17459301 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.titleComparison of recompression and SHANSEP strength-deformation properties of undistrubed Boston blue clay from automated triaxial testingen_US
dc.typeThesisen_US
dc.description.degreeM.S.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc25473553en_US


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