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)![Thumbnail](/bitstream/handle/1721.1/13486/25702960-MIT.pdf.jpg?sequence=5&isAllowed=y)
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Advisor
Charles C. Ladd, John T. Germaine.
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Show full item recordDescription
Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1991. Includes bibliographical references (v.2, leaves 589-603).
Date issued
1991Department
Massachusetts Institute of Technology. Department of Civil and Environmental EngineeringPublisher
Massachusetts Institute of Technology
Keywords
Civil and Environmental Engineering