Behavior of a Sensitive Clay in Isotropically Consolidated ̇o-Drained Triaxial Tests
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DOI: 10.1520/gtj20160159
Abstract: This paper presented experimental results obtained in isotropically consolidated o-drained triaxial tests on a lightly overconsolidated sensitive clay from Louiseville (Quebec). For the tests that start near the origin, the results showed that the response… read more here.
Keywords: isotropically consolidated; triaxial tests; consolidated drained; stress ... See more keywords