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dc.contributor.advisorT. William Lambe.
dc.contributor.authorGulhati, Shashi K.en_US
dc.date.accessioned2023-04-21T20:20:17Z
dc.date.available2023-04-21T20:20:17Z
dc.date.copyright1961en_US
dc.date.issued1961en_US
dc.identifier.urihttps://hdl.handle.net/1721.1/150548
dc.descriptionThesis: B.S., Massachusetts Institute of Technology, Department of Civil and Sanitary Engineering, 1961en_US
dc.descriptionIncludes bibliographical references (leaf 32).en_US
dc.description.statementofresponsibilityby Shashi K. Gulhati.en_US
dc.format.extentiv, 32 leavesen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsMIT theses may be protected by copyright. Please reuse MIT thesis content according to the MIT Libraries Permissions Policy, which is available through the URL provided.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582en_US
dc.subjectCivil and Sanitary Engineeringen_US
dc.titleResidual pore pressures and shear strength of compacted clayen_US
dc.typeThesisen_US
dc.description.degreeB.S.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Sanitary Engineeringen_US
dc.identifier.oclc33017323en_US
dc.description.collectionB.S. Massachusetts Institute of Technology, Department of Civil and Sanitary Engineeringen_US
dspace.imported2023-04-21T20:20:16Zen_US
mit.thesis.degreeBacheloren_US


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