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Stress-strain models for soils based on plasticity theory

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Stress-strain models for soils based on plasticity theory

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Author: Kavvadas, Michael
Other Contributors: Massachusetts Institute of Technology. Dept. of Civil Engineering.
Advisor: Moshen M. Baligh.
Department: Massachusetts Institute of Technology. Dept. of Civil Engineering.
Publisher: Massachusetts Institute of Technology
Date Issued: 1980
Description:
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1980.MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.Bibliography: leaves 151-155.
URI: http://hdl.handle.net/1721.1/16081
Keywords: Civil Engineering., Soil mechanics Mathematical models, Plasticity, Clay soils, Soil consolidation, Strains and stresses

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