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dc.contributor.advisorCharles C. Ladd and John T. Germanine.en_US
dc.contributor.authorAngliviel de La Beaumelle, Axel Christian Lucen_US
dc.date.accessioned2006-11-06T16:03:02Z
dc.date.available2006-11-06T16:03:02Z
dc.date.copyright1991en_US
dc.date.issued1991en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/34311
dc.descriptionThesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1991.en_US
dc.descriptionIncludes bibliographical references (v. 1, leaves 250-252).en_US
dc.description.statementofresponsibilityby Axel Christian Luc Angliviel de La Beaumelle.en_US
dc.format.extent2 v. (499 leaves)en_US
dc.format.extent19155439 bytes
dc.format.extent19177712 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.titleEvaluation of SHANSEP strenth-deformation properties of undisturbed 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.oclc25574345en_US


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