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dc.contributor.advisorCharles C. Ladd, Andrew J. Whittle.en_US
dc.contributor.authorLegaspi, Dante E. (Dante Evangelista)en_US
dc.date.accessioned2005-08-18T12:00:00Zen_US
dc.date.available2005-08-18T12:00:00Zen_US
dc.date.issued1996en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/11203
dc.descriptionThesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1996.en_US
dc.descriptionIncludes bibliographical references (p. 341-350).en_US
dc.description.statementofresponsibilityby Dante E. Legaspi, Jr.en_US
dc.format.extent430 p.en_US
dc.format.extent25614572 bytes
dc.format.extent25614331 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.titleFinite analyses to predict the performance of shallow foundations of clayen_US
dc.typeThesisen_US
dc.description.degreePh.D.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc34607071en_US


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