References
- Michell, James K.(1976), Fundamentals of Soil Behavior, John Wilely & Sons, New York.
- Gibson, R. E., England, G. L., and Hussey, M. J. L.(1967), "The Theory of One Dimensional Consolidation of Saturated Clays," Geotechnique, Vol. 17, pp.261-273. https://doi.org/10.1680/geot.1967.17.3.261
- Ladd, C. C., Foott, R., Ishihara, K., Schlosser, F., and Poulos, H. G.(1974), "Stress- Deformation and Strength Characteristics," 9th ICSMFE, pp.421-494.
- 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
- Adachi, T., and Oka, F.(1982), "Constitutive Equations for Normally Consolidaied Clay Based on Elasto-Viscoplasticity", Soils and Foundations, Japanese Geotechnical Society, Vol. 22, No.4, pp.57-70. https://doi.org/10.3208/sandf1972.22.4_57
- 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
- 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.
- Katona, M. G.(1984), "Evaluation of Viscoplastic Cap Model", Journal of the Geotechnical Engineering, ASCE., Vol, 110, No.8, pp.1106-1125. https://doi.org/10.1061/(ASCE)0733-9410(1984)110:8(1106)
- Ah, Kimoon,(2005), "A Study on Rate-Dependent Undrained Shear Behavior of Ko-consolidated clay," Master's Thesis, Korea University.
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