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dc.contributor.advisorMohsen M. Baligh and Amr S. Azzouz.en_US
dc.contributor.authorKavvadas, Michaelen_US
dc.contributor.otherMassachusetts Institute of Technology. Dept. of Civil Engineering.en_US
dc.date.accessioned2005-08-04T19:02:53Z
dc.date.available2005-08-04T19:02:53Z
dc.date.copyright1982en_US
dc.date.issued1982en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/15733
dc.descriptionThesis (Sc.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982.en_US
dc.descriptionMICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.en_US
dc.descriptionBibliography: leaves 544-558.en_US
dc.description.statementofresponsibilityby Michael Kavvadas.en_US
dc.format.extent2 v. (666 leaves)en_US
dc.format.extent35191149 bytes
dc.format.extent35190908 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.subject.lcshSoil consolidation Mathematical modelsen_US
dc.subject.lcshClay soilsen_US
dc.subject.lcshPiling (Civil engineering)en_US
dc.subject.lcshFrictionen_US
dc.titleNon-linear consolidation around driven piles in claysen_US
dc.typeThesisen_US
dc.description.degreeSc.D.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Dept. of Civil Engineering.en_US
dc.identifier.oclc09272175en_US


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