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  5. A constitutive model for overconsolidated clays with application to the cyclic loading of friction piles

A constitutive model for overconsolidated clays with application to the cyclic loading of friction piles

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Author(s)
Whittle, Andrew John
Advisor(s)
Mohsen M. Baligh.
Date Issued
1987
Publisher
Massachusetts Institute of Technology
Description
Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1987.
Bibliography: v. 3, leaves 554-578.
Subjects
Civil Engineering.
MIT Department
Massachusetts Institute of Technology. Department of Civil Engineering
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
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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
Persistent DSpace Link
http://hdl.handle.net/1721.1/14639
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