Application of rate dependent soil model, MIT-SR, for evaluation of long-term ground movements due to consolidation and creep
Thesis: S.M., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2018. === Cataloged from PDF version of thesis. === Includes bibliographical references (pages 188-190). === Saturated clays exhibit rate-dependent behavior (i.e. their stress-strain-strength prop...
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| Format: | Others |
| Language: | English |
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Massachusetts Institute of Technology
2019
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| Online Access: | http://hdl.handle.net/1721.1/120649 |