Plane strain creep rupture of a saturated undisturbed clay
Undrained constant stress level creep rupture tests have been performed on an undisturbed, normally consolidated under K₀ conditions, sensitive clay in a rectangular (1" x 4" x 2¼" high) plane strain apparatus. The behaviour resulting from total stress paths of increasing δ₁ (keeping...
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| Language: | English |
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University of British Columbia
2011
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| Online Access: | http://hdl.handle.net/2429/34885 |