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dc.contributor.advisorCharles C. Ladd.en_US
dc.contributor.authorWhittle, Joseph Francisen_US
dc.date.accessioned2007-01-10T15:53:54Z
dc.date.available2007-01-10T15:53:54Z
dc.date.issued1974en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/35356
dc.descriptionMassachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1974. M.S.en_US
dc.descriptionMICROFICHE COPY ALSO AVAILABLE IN BARKER ENGINEERING LIBRARY.en_US
dc.descriptionTwo leaves marked 164; leaves 16, 90, 118, 165, 183, 197, 212 omitted.en_US
dc.descriptionBibliography: leaves 166-168.en_US
dc.format.extent214 [i.e. 216] leavesen_US
dc.format.extent10403843 bytes
dc.format.extent10403656 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.titleConsolidation behavior of an embankment on Boston blue clay.en_US
dc.typeThesisen_US
dc.description.degreeM.S.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc24610345en_US


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