Stress-strain models for soils based on plasticity theory
Citable URI:
http://hdl.handle.net/1721.1/16081
| Title: | Stress-strain models for soils based on plasticity theory |
| 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 |
| Issue Date: | 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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| Preview, non-printable (open to all) | 6.168Mb | application/pdf |
| Full printable version (MIT only) | 6.168Mb | application/pdf |
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