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

Author(s)
Sheahan, Thomas C. (Thomas Clair)
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Advisor
Charles C. Ladd, John T. Germaine.
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Description
Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1991.
 
Includes bibliographical references (v.2, leaves 589-603).
 
Date issued
1991
URI
http://hdl.handle.net/1721.1/13486
Department
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
Publisher
Massachusetts Institute of Technology
Keywords
Civil and Environmental Engineering
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