dc.contributor.advisor | Robert V. Whitman. | en_US |
dc.contributor.author | Richardson, Archie Merrill | en_US |
dc.date.accessioned | 2012-09-13T18:50:42Z | |
dc.date.available | 2012-09-13T18:50:42Z | |
dc.date.issued | 1963 | en_US |
dc.identifier.uri | http://hdl.handle.net/1721.1/72783 | |
dc.description | Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1963. | en_US |
dc.description | MICROFICHE COPY AVAILABLE IN ENGINEERING. | en_US |
dc.description | Includes bibliographical references (leaves 114-115). | en_US |
dc.description.statementofresponsibility | by Archie Merrill Richardson, Jr. | en_US |
dc.format.extent | 1 v. in various pagings | en_US |
dc.language.iso | eng | en_US |
dc.publisher | Massachusetts Institute of Technology | en_US |
dc.rights | M.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.uri | http://dspace.mit.edu/handle/1721.1/7582 | en_US |
dc.subject | Civil and Environmental Engineering | en_US |
dc.title | The relationship of the effective stress-strain behavior of a saturated clay to the rate of strain | en_US |
dc.type | Thesis | en_US |
dc.description.degree | Sc.D. | en_US |
dc.contributor.department | Massachusetts Institute of Technology. Department of Civil and Environmental Engineering | |
dc.identifier.oclc | 33958519 | en_US |