2026-09-19T15:58:13Zhttps://dspace.mit.edu/server/oai/requestoai:dspace.mit.edu:1721.1/157332022-01-21T17:46:11Zcom_1721.1_7582com_1721.1_7581col_1721.1_131022
Mohsen M. Baligh and Amr S. Azzouz.
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
2005-08-04T19:02:53Z
2005-08-04T19:02:53Z
1982
1982
http://hdl.handle.net/1721.1/15733
09272175
Thesis (Sc.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982.
MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.
Bibliography: leaves 544-558.
by Michael Kavvadas.
Sc.D.
2 v. (666 leaves)
35191149 bytes
35190908 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 consolidation Mathematical models
Clay soils
Piling (Civil engineering)
Friction
Non-linear consolidation around driven piles in clays
Thesis
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false
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