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.

Bibliographic Details
Main Author: Whittle, Andrew John
Other Authors: Mohsen M. Baligh.
Format: Thesis
Language:eng
Published: Massachusetts Institute of Technology 2005
Subjects:
Online Access:http://hdl.handle.net/1721.1/14639
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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
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description Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1987.
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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
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