Stress-dependent behavior of saturated clay
A program of K[subscript 0]-consolidated undrained triaxial compression tests has been performed to investigate the effects of consolidation stress level on the compression and shear behavior of resedimented Boston blue clay (RBBC). Specimens were consolidated to maximum vertical effective stresses...
Main Authors: | Abdulhadi, Naeem O., Germaine, John T., Whittle, Andrew |
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Other Authors: | Massachusetts Institute of Technology. Department of Civil and Environmental Engineering |
Format: | Article |
Language: | en_US |
Published: |
Canadian Science Publishing
2015
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Online Access: | http://hdl.handle.net/1721.1/92768 https://orcid.org/0000-0001-5358-4140 https://orcid.org/0000-0003-2012-699X |
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