| dc.contributor.advisor | Charles C. Ladd, John T. Germaine. | en_US |
| dc.contributor.author | Sheahan, Thomas C. (Thomas Clair) | en_US |
| dc.date.accessioned | 2005-09-21T22:46:52Z | |
| dc.date.available | 2005-09-21T22:46:52Z | |
| dc.date.issued | 1991 | en_US |
| dc.identifier.uri | http://hdl.handle.net/1721.1/13486 | |
| dc.description | Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1991. | en_US |
| dc.description | Includes bibliographical references (v.2, leaves 589-603). | en_US |
| dc.description.statementofresponsibility | by Thomas C. Sheahan. | en_US |
| dc.format.extent | 3 v. (952 leaves) | en_US |
| dc.format.extent | 64663801 bytes | |
| dc.format.extent | 64663561 bytes | |
| dc.format.mimetype | application/pdf | |
| dc.format.mimetype | application/pdf | |
| 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 | |
| dc.subject | Civil and Environmental Engineering | en_US |
| dc.title | An experimental study of the time-dependent undrained shear behavior of resedimented clay using automated stress path triaxial equipment | 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 | 25702960 | en_US |
