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Undrained triaxial strength-deformation behavior of Harrison Bay Arctic silts

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Undrained triaxial strength-deformation behavior of Harrison Bay Arctic silts

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Author: Ayan, Kathryn Donna June
Other Contributors: Massachusetts Institute of Technology. Dept. of Civil Engineering.
Advisor: Charles C. Ladd.
Department: Massachusetts Institute of Technology. Dept. of Civil Engineering.
Publisher: Massachusetts Institute of Technology
Date Issued: 1985
Description:
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1985.MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERINGBibliography: leaves 238-241.
URI: http://hdl.handle.net/1721.1/67097
Keywords: Civil Engineering.

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