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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
An experimental study of the time-dependent undrained shear behavior of resedimented clay using automated stress path triaxial equipment
Sheahan, Thomas C. (Thomas Clair) (author)
1991
3 v. (952) pages , 64663801 byte , 64663561 byte
Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1991.
Includes bibliographical references (v.2, leaves 589-603).
Theses
Electronic Resource
English
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