An experimental study of the time-dependent undrained shear behavior of resedimented clay using automated stress path triaxial equipment

An experimental study of the time-dependent undrained shear behavior of resedimented clay using automated stress path triaxial equipment

Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1991. === Includes bibliographical references (v.2, leaves 589-603). === by Thomas C. Sheahan. === Sc.D.

Bibliographic Details
Main Author: Sheahan, Thomas C. (Thomas Clair)
Other Authors: Charles C. Ladd, John T. Germaine.
Format: Others
Language:English
Published: Massachusetts Institute of Technology 2005
Subjects:
Civil and Environmental Engineering
Online Access:http://hdl.handle.net/1721.1/13486

Internet

http://hdl.handle.net/1721.1/13486

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