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  5. Load-deformation behavior of saturated clays during undrained shear.

Load-deformation behavior of saturated clays during undrained shear.

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Author(s)
Kinner, Edward B
Advisor(s)
Charles C. Ladd.
Date Issued
1970
Publisher
Massachusetts Institute of Technology
Description
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1970. Sc.D.
MICROFICHE COPY ALSO AVAILABLE IN BARKER ENGINEERING LIBRARY.
Vita.
Bibliography: leaves 112-117.
Subjects
Civil and Environmental Engineering
MIT Department
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
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http://dspace.mit.edu/handle/1721.1/7582
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http://hdl.handle.net/1721.1/41776
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