dc.contributor.advisor | Donald W. Taylor. | en_US |
dc.contributor.author | Lowry, Emmert M. | en_US |
dc.contributor.author | Reusswig, Frederick W. | en_US |
dc.date.accessioned | 2019-09-26T17:27:05Z | |
dc.date.available | 2019-09-26T17:27:05Z | |
dc.date.copyright | 1949 | en_US |
dc.date.issued | 1949 | en_US |
dc.identifier.uri | https://hdl.handle.net/1721.1/122297 | en_US |
dc.description | Thesis (B.S.) Massachusetts Institute of Technology. Dept. of Civil and Sanitary Engineering, 1949. | en_US |
dc.description | Bibliography: leaf 41. | en_US |
dc.description.statementofresponsibility | by Emmert M. Lowry, Jr. and Frederick W. Reusswig. | en_US |
dc.format.extent | 47, [65] leaves | en_US |
dc.publisher | Massachusetts Institute of Technology | en_US |
dc.rights | MIT 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.uri | http://dspace.mit.edu/handle/1721.1/7582 | en_US |
dc.subject | Civil and Sanitary Engineering | en_US |
dc.title | A laboratory investigation of the shearing strength of fine sands as a function of saturation | en_US |
dc.type | Thesis | en_US |
dc.contributor.department | Massachusetts Institute of Technology. Department of Civil and Environmental Engineering | en_US |
dc.identifier.oclc | 29329399 | en_US |
dc.description.collection | Thesis (B.S.) Massachusetts Institute of Technology. Dept. of Civil and Sanitary Engineering, 1949. | en_US |
dspace.imported | 2020-10-23T19:27:56Z | en_US |