A study of the strength parameters of partly saturated bentonite.
Controlled-stress, consolidated-undrained triaxial tests with pore pressure measurements were performed on partly saturated bentonite specimens prepared by two different methods of compaction, static and kneading, to give different structural arrangement of the sail particles. The results indicate t...
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| Format: | Others |
| Language: | en |
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McGill University
1962
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| Online Access: | http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=113672 |