A constitutive model for overconsolidated clays with application to the cyclic loading of friction piles
Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1987.
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Format: | Thesis |
Language: | eng |
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Massachusetts Institute of Technology
2005
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Online Access: | http://hdl.handle.net/1721.1/14639 |
_version_ | 1826207585031684096 |
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author | Whittle, Andrew John |
author2 | Mohsen M. Baligh. |
author_facet | Mohsen M. Baligh. Whittle, Andrew John |
author_sort | Whittle, Andrew John |
collection | MIT |
description | Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1987. |
first_indexed | 2024-09-23T13:51:50Z |
format | Thesis |
id | mit-1721.1/14639 |
institution | Massachusetts Institute of Technology |
language | eng |
last_indexed | 2024-09-23T13:51:50Z |
publishDate | 2005 |
publisher | Massachusetts Institute of Technology |
record_format | dspace |
spelling | mit-1721.1/146392022-01-21T19:47:16Z A constitutive model for overconsolidated clays with application to the cyclic loading of friction piles Whittle, Andrew John Mohsen M. Baligh. Massachusetts Institute of Technology. Dept. of Civil Engineering. Massachusetts Institute of Technology. Department of Civil Engineering Massachusetts Institute of Technology. Department of Civil and Environmental Engineering Civil Engineering. Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1987. Bibliography: v. 3, leaves 554-578. by Andrew John Whittle. Sc.D. 2005-08-08T21:18:32Z 2005-08-08T21:18:32Z 1987 1987 Thesis http://hdl.handle.net/1721.1/14639 18149473 eng 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. http://dspace.mit.edu/handle/1721.1/7582 3 v. (641 leaves) 40372511 bytes 40372264 bytes application/pdf application/pdf application/pdf Massachusetts Institute of Technology |
spellingShingle | Civil Engineering. Whittle, Andrew John A constitutive model for overconsolidated clays with application to the cyclic loading of friction piles |
title | A constitutive model for overconsolidated clays with application to the cyclic loading of friction piles |
title_full | A constitutive model for overconsolidated clays with application to the cyclic loading of friction piles |
title_fullStr | A constitutive model for overconsolidated clays with application to the cyclic loading of friction piles |
title_full_unstemmed | A constitutive model for overconsolidated clays with application to the cyclic loading of friction piles |
title_short | A constitutive model for overconsolidated clays with application to the cyclic loading of friction piles |
title_sort | constitutive model for overconsolidated clays with application to the cyclic loading of friction piles |
topic | Civil Engineering. |
url | http://hdl.handle.net/1721.1/14639 |
work_keys_str_mv | AT whittleandrewjohn aconstitutivemodelforoverconsolidatedclayswithapplicationtothecyclicloadingoffrictionpiles AT whittleandrewjohn constitutivemodelforoverconsolidatedclayswithapplicationtothecyclicloadingoffrictionpiles |