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dc.contributor.advisorDonald W. Taylor.en_US
dc.contributor.authorLowry, Emmert M.en_US
dc.contributor.authorReusswig, Frederick W.en_US
dc.date.accessioned2019-09-26T17:27:05Z
dc.date.available2019-09-26T17:27:05Z
dc.date.copyright1949en_US
dc.date.issued1949en_US
dc.identifier.urihttps://hdl.handle.net/1721.1/122297en_US
dc.descriptionThesis (B.S.) Massachusetts Institute of Technology. Dept. of Civil and Sanitary Engineering, 1949.en_US
dc.descriptionBibliography: leaf 41.en_US
dc.description.statementofresponsibilityby Emmert M. Lowry, Jr. and Frederick W. Reusswig.en_US
dc.format.extent47, [65] 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.titleA laboratory investigation of the shearing strength of fine sands as a function of saturationen_US
dc.typeThesisen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineeringen_US
dc.identifier.oclc29329399en_US
dc.description.collectionThesis (B.S.) Massachusetts Institute of Technology. Dept. of Civil and Sanitary Engineering, 1949.en_US
dspace.imported2020-10-23T19:27:56Zen_US


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