Effect of Loading Mode on Strain Softening and Instability Behavior of Sand in Plane-Strain Tests
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VIEW THE REPLYPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 1
Abstract
Experimental data to study the effect of loading mode on the strain softening and instability behavior of sand under plane-strain conditions are presented in this paper. A new plane-strain apparatus was adopted to conduct consolidated drained and undrained tests under both deformation-controlled and load-controlled loading modes. The drained behavior of very loose and medium dense sand and the undrained behavior of very loose sand under plane-strain conditions were characterized. The test results show that the loading mode affects the postpeak behavior and controls whether strain softening or instability will occur in the postpeak region. Shear bands occurred in tests conducted on medium dense sand, but not in tests for very loose sand. The failure line and critical state line are not affected by the loading mode. The study also shows that the concept of a unique “ultimate state” for both dense and loose sand as previously established based on conventional drained triaxial tests is not supported by the plane-strain data.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 135 • Issue 1 • January 2009
Pages: 108 - 120
Copyright
© 2009 ASCE.
History
Received: Apr 18, 2006
Accepted: May 19, 2008
Published online: Jan 1, 2009
Published in print: Jan 2009
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