2026-09-21T13:09:30Zhttps://dspace.mit.edu/server/oai/requestoai:dspace.mit.edu:1721.1/160812022-01-21T18:04:10Zcom_1721.1_7582com_1721.1_7581col_1721.1_131023
Moshen M. Baligh.
Kavvadas, Michael
Massachusetts Institute of Technology. Dept. of Civil Engineering.
Massachusetts Institute of Technology. Department of Civil Engineering
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
2005-08-04T16:15:44Z
2005-08-04T16:15:44Z
1980
1980
http://hdl.handle.net/1721.1/16081
07647674
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1980.
MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.
Bibliography: leaves 151-155.
by Michael Kavvadas.
M.S.
155 leaves
6168428 bytes
6168180 bytes
application/pdf
application/pdf
eng
Massachusetts Institute of Technology
M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.
http://dspace.mit.edu/handle/1721.1/7582
Civil Engineering.
Soil mechanics Mathematical models
Plasticity
Clay soils
Soil consolidation
Strains and stresses
Stress-strain models for soils based on plasticity theory
Thesis
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