Stress-dependent behavior of saturated clay

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...

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Bibliographic Details
Main Authors: Abdulhadi, Naeem O., Germaine, John T., Whittle, Andrew
Other Authors: Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
Format: Article
Language:en_US
Published: Canadian Science Publishing 2015
Online Access:http://hdl.handle.net/1721.1/92768
https://orcid.org/0000-0001-5358-4140
https://orcid.org/0000-0003-2012-699X

Internet

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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