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dc.contributor.advisorMohsen M. Baligh.en_US
dc.contributor.authorChin, Chung-Tienen_US
dc.contributor.otherMassachusetts Institute of Technology. Dept. of Civil Engineering.en_US
dc.date.accessioned2005-08-08T16:05:06Z
dc.date.available2005-08-08T16:05:06Z
dc.date.copyright1986en_US
dc.date.issued1986en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/15176
dc.descriptionThesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1986.en_US
dc.descriptionMICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.en_US
dc.descriptionBibliography: leaves 245-248.en_US
dc.description.statementofresponsibilityby Chung-Tien Chin.en_US
dc.format.extent296 leavesen_US
dc.format.extent16627104 bytes
dc.format.extent16626862 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.titleOpen-ended pile penetration in saturated claysen_US
dc.typeThesisen_US
dc.description.degreePh.D.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.oclc14874843en_US


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