References
- AI-Shannrani, M. A. and Sture, S. (1994), 'Characterization of Time dependent Behavior of Anisotropic Cohesive Soils', Computer Methods and Advances in Geomechanics, Siriwardane and Zaman (eds.) pp.505-511
- Aubry, D., Kodaissi, E. and Meimon, E., A. (1985), 'Viscoplastic Constitutive Equations for Clays including Damage Law', Proc. 5th Int. Conf. Numerical Methods in Geomechanics, Vol.1, pp.421-428
- Bonaparte, R. (1981), A Time-dependent Constitutive Model for Cohesive Soils, Ph. D. Dissertation, Univ. of California at Berkeley
- Borja, R. I. (1984), Finite Element Analysis of the Time-dependent Behavior of Soft Clays, Ph. D. Dissertation, Stanford Univ
- Chiarelli, A. S., Shao, J. F., and Hoteit, N. (2003), 'Modeling of Elastoplastic Damage Behavior of a Claystone', Int. J. of Plasticity, Month. 1, pp.23-45
- Dafalias, Y. G. (1982), 'Bounding Surface Elastoplasticity-Viscoplasticity for Particulate Cohesive Media', Proc. IUTAM Symposium on Deformation and Failure of Granular Materials, P. A. Vermeer and H. J. Luger (eds.), A. A. Balkema, Publishers, Rotterdam, pp.97-107
- 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
- de Sciarra F. M. (1997), 'General Theory of Damage Elastoplastic Models', J. of Engineering Mechanics, Vol.123, No.10, pp. 1003-1011 https://doi.org/10.1061/(ASCE)0733-9399(1997)123:10(1003)
- Jenson, R. P., Plesha M. E., Edil, T. B., Bosscher P. J., and Kahla, N. B. (2001), 'DEM Simulation of Particle Damage in Granular Media', Int. J. of Geomechanics, pp.21-39
- Kachanov, L. M. (1967), The Theory of Creep : Part I., National Lending Library for Science and Technology, Boston
- Matsui, T. and Abe, N.(1988), 'Verification of Elasto-viscoplastic Model of Normally Consolidated Clays in Undrained Creep', Pro. 6th Int. Conf. of Numerical Methods in Geomechanics, Vol.1, pp.453-459.
- Murayama, S., Kurihara, N. and Sekiguch, H. (1970), On Creep Rupture of Normally Consolidated Clays, Annuals, Disaster Pre-vention Research Institute, Kyoto University, No. 13B, pp. 525-541
- 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
- Regel, V. R., Slutsker, A. I. and Tomashevsky, E. K. (1974), Kinetics Nature of Strength in Solid Bodies, Nauka, Moscow
- Sekiguchi, H. (1984), 'Theory of Undrained Creep Rupture of Normally Consolidated Clay Based on Elasto- Viscoplasticity', Soils and Foundations, Vol.24, No.1, pp.129-147 https://doi.org/10.3208/sandf1972.24.129
- Singh, A. and Mitchell, J. K. (1968), 'General Stress-Strain-Time Function for Soils', J. of Soil Mechanics and Foundation, Vol. 94, No.SMI, pp.21-46
- Vaid, Y. P. and Campanella, R. G. (1977), 'Time-dependent Behavior of Undrained Clay', J. of Geotechnical Engineering, No. GT 7, pp.693-709
- Vyalov, S. S. (1986), Rheological Fundamentals of Soil Mechanics, Elsevier Science Publishing Company Inc., New York