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

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:
Civil Engineering.
Online Access:http://hdl.handle.net/1721.1/14639

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