2026-09-21T11:57:48Zhttps://dspace.mit.edu/server/oai/requestoai:dspace.mit.edu:1721.1/160712022-01-21T19:33:05Zcom_1721.1_7582com_1721.1_7581col_1721.1_131023
W. Allen Marr.
Hadge, William E
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
2005-08-04T16:11:11Z
2005-08-04T16:11:11Z
1979
http://hdl.handle.net/1721.1/16071
07517387
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1979.
MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.
Bibliography: leaves 133-135.
by William Eugene Hadge.
M.S.
xvi, 166 leaves
8793960 bytes
8793719 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.
Sand
Soil consolidation test
Soil moisture
Shear strength of soils
A relationship between the drained and undrained cyclic behavior of sand
Thesis
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