Constitutive approach for rate‐sensitive anisotropic structured clays |
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| Authors: | Sean D Hinchberger Guangfeng Qu K Y Lo |
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| Institution: | 1. Department of Civil and Environmental Engineering, University of Western Ontario, London, Ont., Canada N6A 5B9;2. Associate Professor.;3. Research Assistant.;4. University of Western Ontario, London, Ont., Canada N6A 5B9;5. Professor Emeritus.;6. Director of the Geotechnical Research Center. |
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| Abstract: | This paper describes a constitutive approach to model the behavior of rate‐dependent anisotropic structured clay. Rate‐sensitivity is modeled using overstress viscoplasticity. Clay structure is treated as a viscous phenomenon whereby the viscosity of the undisturbed structured clay is initially very high and the viscosity degrades or decreases with plastic straining until the intrinsic or residual viscosity is reached. A microstructure tensor approach is used to make the structured viscosity anisotropic; whereas, the intrinsic viscosity is assumed to be isotropic. The behavior of the constitutive model is compared with the measured response of two clays (Gloucester and St. Vallier clay) from Eastern Canada during triaxial compression tests on specimens trimmed at different orientations to the vertical. The comparisons show that the constitutive framework is able to describe the anisotropic and rate‐sensitive response of both clays. The response of the model is also examined for the more general case of anisotropic consolidated triaxial compression and extension. Copyright © 2010 John Wiley & Sons, Ltd. |
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| Keywords: | elastic– viscoplastic anisotropic microstructure microstructure tensor overstress viscoplasticity viscous effects |
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