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dc.contributor.advisorMichael N. Fardis.en_US
dc.contributor.authorLee, Reginald Vanen_US
dc.contributor.otherMassachusetts Institute of Technology. Dept. of Civil Engineering.en_US
dc.date.accessioned2005-08-04T16:17:46Z
dc.date.available2005-08-04T16:17:46Z
dc.date.copyright1980en_US
dc.date.issued1980en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/16086
dc.descriptionThesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1980.en_US
dc.descriptionMICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.en_US
dc.descriptionBibliography: leaf 77.en_US
dc.description.statementofresponsibilityby Reginald Van Lee.en_US
dc.format.extent77 leavesen_US
dc.format.extent3908401 bytes
dc.format.extent3908162 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.lcshOffshore structures Design and constructionen_US
dc.subject.lcshSteel piling Mathematical modelsen_US
dc.subject.lcshGroutingen_US
dc.subject.lcshShear (Mechanics)en_US
dc.titleBehavior of grouted pile connectionsen_US
dc.typeThesisen_US
dc.description.degreeM.S.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil Engineeringen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc07651590en_US


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