dc.contributor.advisor | Mohsen M. Baligh. | en_US |
dc.contributor.author | Whittle, Andrew John | en_US |
dc.contributor.other | Massachusetts Institute of Technology. Dept. of Civil Engineering. | en_US |
dc.date.accessioned | 2005-08-08T21:18:32Z | |
dc.date.available | 2005-08-08T21:18:32Z | |
dc.date.copyright | 1987 | en_US |
dc.date.issued | 1987 | en_US |
dc.identifier.uri | http://hdl.handle.net/1721.1/14639 | |
dc.description | Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1987. | en_US |
dc.description | Bibliography: v. 3, leaves 554-578. | en_US |
dc.description.statementofresponsibility | by Andrew John Whittle. | en_US |
dc.format.extent | 3 v. (641 leaves) | en_US |
dc.format.extent | 40372511 bytes | |
dc.format.extent | 40372264 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.title | A constitutive model for overconsolidated clays with application to the cyclic loading of friction piles | en_US |
dc.type | Thesis | en_US |
dc.description.degree | Sc.D. | 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 | 18149473 | en_US |