참고문헌
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- Adachi, T. and Okano, F.(1974), "A Constitutive Equations for Normally Consolidated Clay", Soils and Foundations, Japanese Geotechnical Society, Vol. 14, No. 4, pp.55-73. https://doi.org/10.3208/sandf1972.14.4_55
- Perzyna, P.(1963), "The Constitutive Equations for Rate Sensitive Plastic Materials," Quarterly of Applied Mathematics, Vol. 20, No.4, pp.321-332. https://doi.org/10.1090/qam/144536
- Perzyna, P.(1966), "Fundamental Problems in Viscoplasticity," Advances in Applied Mechanics, Vol. 9, pp.243-377. https://doi.org/10.1016/S0065-2156(08)70009-7
- Dafalias, Y. F.(1987), An Anisotropic Critical State Clay Plasticity Model. Constitutive Laws for Engineering Materials: Theory and Applications, Elsevier Science Publishing Co. Inc., pp.513-521.
- Lee, G.S., Kim, D.K., Lee, W.J.(2001), "A Study on Strain Rate-dependent Constitutive Equation," Journal of Civil Engineering, Vol. 21, No. 4-C, pp.445-452.
- AI-Shamrani, M. A. and Sture, S.(1994), "Characterization of Time-dependent Behavior of Anisotropic Cohesive Soils", Computer ethods and Advances in Geomechanics, Siriwardane & Zaman (eds), pp. 505-511.
- Roscoe, K. H. and Burland, J. B. (1968), "On the Generalized Stress-strain Behavior of Wet Clay", Engineering Plasticity, Cambridge University Press, pp. 535-609.
피인용 문헌
- Validation of a Rate-Sensitive Model for Clayey Soils vol.10, pp.3, 2009, https://doi.org/10.5762/KAIS.2009.10.3.596