An experimental study of the time-dependent undrained shear behavior of resedimented clay using automated stress path triaxial equipment
Name
25702960-MIT.pdf
Description
Full printable version
Size
61.67 MB
Format
Adobe PDF
Checksum (MD5)
5f22c36feb2acc2583e66cbf00172208
Author(s)
Sheahan, Thomas C. (Thomas Clair)
Advisor(s)
Charles C. Ladd, John T. Germaine.
Date Issued
1991
Publisher
Massachusetts Institute of Technology
Description
Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1991.
Includes bibliographical references (v.2, leaves 589-603).
Subjects
Civil and Environmental Engineering
MIT Department
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
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