dc.contributor.advisor | Moshen M. Baligh. | en_US |
dc.contributor.author | Kavvadas, Michael | en_US |
dc.contributor.other | Massachusetts Institute of Technology. Dept. of Civil Engineering. | en_US |
dc.date.accessioned | 2005-08-04T16:15:44Z | |
dc.date.available | 2005-08-04T16:15:44Z | |
dc.date.copyright | 1980 | en_US |
dc.date.issued | 1980 | en_US |
dc.identifier.uri | http://hdl.handle.net/1721.1/16081 | |
dc.description | Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1980. | en_US |
dc.description | MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING. | en_US |
dc.description | Bibliography: leaves 151-155. | en_US |
dc.description.statementofresponsibility | by Michael Kavvadas. | en_US |
dc.format.extent | 155 leaves | en_US |
dc.format.extent | 6168428 bytes | |
dc.format.extent | 6168180 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 Engineering. | en_US |
dc.subject.lcsh | Soil mechanics Mathematical models | en_US |
dc.subject.lcsh | Plasticity | en_US |
dc.subject.lcsh | Clay soils | en_US |
dc.subject.lcsh | Soil consolidation | en_US |
dc.subject.lcsh | Strains and stresses | en_US |
dc.title | Stress-strain models for soils based on plasticity theory | en_US |
dc.type | Thesis | en_US |
dc.description.degree | M.S. | en_US |
dc.contributor.department | Massachusetts Institute of Technology. Department of Civil Engineering | en_US |
dc.contributor.department | Massachusetts Institute of Technology. Department of Civil and Environmental Engineering | |
dc.identifier.oclc | 07647674 | en_US |