Abstract
A cyclic elasto-viscoplastic constitutive model is proposed for saturated soils based on the nonlinear kinematic hardening rules by considering the structural degradation of soil particles. The model is based on the overstress type elasto-viscoplasticity theory and includes deviatoric and volumetric components of kinematical hardening parameters. The performance of the model is verified through the isotropic cyclic compression test of soft clay samples. The simulated results with both the linear and non-linear kinematical hardening can well simulate the cyclic compression behavior of clay, which indicates the capability of the proposed model to reproduce the cyclic behavior of soft clayey soils.
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References
Armstrong, P.J., Frederick, C.O.: A mathematical representation of the multiaxial Bauschinger effect. CEGB Report RD/B/N 731 (1966)
Chaboche, J.L., Rousselier, G.: On the plastic and viscoplastic constitutive equations; part I and Part II. J. Pressure Vessel Technol., Trans. ASME 105, 153–164 (1983)
Kimoto, S., Oka, F.: An elasto-viscoplastic model for clay considering destructuralization and consolidation analysis of unstable behavior. Soils and Foundations 45(2), 29–42 (2005)
Maleki, M., Cambou, B.: A cyclic elastoplastic-viscoplastic constitutive model for soils. Geomechanics and Geoengineering: an International Journal 4(3), 209–220 (2009)
Mirjalili, M.: Numerical analysis of a large-scale levee on soft soil deposits using two-phase finite deformation theory. PhD thesis. Kyoto University, Japan (2010)
Modaressi, H., Laloui, L.: A thermo-viscoplastic constitutive model for clay. Int. J. Numer. Anal. Meth. Geomech. 21, 313–335 (1997)
Oka, F.: A cyclic elasto-viscoplastic constitutive model for clay based on the nonlinear kinematic hardening rule. In: Pande, G.N., Pietruszczak, S. (eds.) Proc. 4th Int. Symposium on Numerical Model in Geomechanics, Swansea, Balkema, vol. 1, pp. 105–114 (1992)
Oka, F., Yashima, A., Tateishi, A., Taguchi, Y., Yamashita, S.: A cyclic elasto-plastic constitutive model for sand considering a plastic-strain dependence of the shear modulus. Geotechnique 49(5), 661–680 (1999)
Oka, F., Kodaka, T., Kim, Y.S.: A cyclic viscoelastic–viscoplastic constitutive model for clay and liquefaction analysis of multi-layered ground. Int. J. Numer. Anal. Meth. Geomech. 28, 131–179 (2004)
Perzyna, P.: The constitutive equations for work-hardening and rate sensitive plastic materials. In: Proc. of Vibration Problems, Warsaw, vol. 3(4), pp. 281–290 (1963)
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Oka, F., Kimoto, S. (2013). Simulation of Isotropic Cyclic Compression by an Elasto-viscoplasitc Constitutive Model Based on the Nonlinear Kinematic Hardening Rules. In: Yang, Q., Zhang, JM., Zheng, H., Yao, Y. (eds) Constitutive Modeling of Geomaterials. Springer Series in Geomechanics and Geoengineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-32814-5_27
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DOI: https://doi.org/10.1007/978-3-642-32814-5_27
Publisher Name: Springer, Berlin, Heidelberg
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