Abstract
In June 2002 I met Dr. Jacques Desrues at a conference in Minnesota. I overheard Jacques in a discussion with a colleague saying:“I do not believe in elastic strains in soils”. I told him that this is exactly the topic Prof. Kolymbas asked me to present in July in Horton. He said that Prof. Kolymbas approached him with this topic a while ago, but he decided that it was too complicated to get involved. That was when I realized that I was in trouble, but it was already too late to back off.
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References
Jardine, R.J., Potts, D.M., Fourie, A.B. & Burland, J.B. (1986). Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction. Geotechnique, 36, 377–396.
Burland, J.B. (1989). Small is beautiful–the stiffness of soil at small strains. Ninth Laurits Bjerrum Memorial Lecture. Can. Geotech. J., 16 (4), 499–516.
Jamiolkowski, M., Leroueil, S. & Lo Presti, D.C.F. (1991). Design parameters from theory to practice. Geo-Coast ’91, Yokohama, Japan.
Tatsuoka, F. & Kohata, Y. (1995). Stiffness of hard soils and soft rocks in engineering applications. Pre -failure deformation of geomaterials, Shibuya, Mitachi & Mura (eds). Rotterdam, Balkema, 2, 947–1066.
Stokoe II, K.H., Hwang, S.K., Lee, J.N.-K. & Andrus, R.D. (1995). Effects of various parameters on the stiffness and damping of soils at small to medium strains. Pre -failure deformation of geomaterials, Shibuya, Mitachi & Mura (eds). Rotterdam, Balkema, 2, 785–816.
Jardine, R.J. and Potts, D.M. (1988). Hutton tension leg platform foundations: an approach to prediction of pile behavior. Geotechnique, 38 (2), 231–252.
Jardine, R.J. (1992). Some observations of the kinematic nature of soil stiffness. Soils and Foundations, 32 (2), 111–124.
Vinale, F., d’Onofrio, A., Mancuso, C., Santucci de Magistris, F. and Tasuoka, F. (1999). The pre-failure behavior of soils as construction materials. Proceedings of IS Torino 99, Vol. 2, pp. 955–1010.
Iwan, W.D. (1967). On a class of models for the yielding behaviour of continuous and composite systems. J. Applied Mechanics, 34, 612–617.
Mroz, Z. (1967). On description of anisotropic hardening. J. Mech. Phys. Solids, 15, 163–165.
Kreig, R.D. (1975). A practical two-surface plasticity theory. J. Appl. Mech., Trans. ASME, E42, 641–646.
Dafalias, Y.F. & Popov, E.P. (1975). A model of non-linearly hardening materials for complex loadings. Acta Mechanica, 21, 173–192.
Kolymbas, D. (1977). A rate dependent constitutive equation for soils. Mech. Res. Comm., 4, 367–372.
Puzrin & Houlsby (2001). A thermomechanical framework for rate-independent dissipative materials with internal functions. International Journal of Plasticity, 17, 1147–1165.
Santamarina, J.C. (2001). Soils and waves. John Wiley & Sons, Chichester, 488 p.
Collins I. F. and Houlsby G. T. Application of thermomechanical principles to the modeling of geomaterials. Proc. Royal Society of London, Series A 1997; 453: 1975–2001.
Puzrin A. M. and Tatsuoka, F. (1998). Elastic strain energy for uncemented granular materials, Soils and Foundations, 34 (4), 267–275.
Hashiguchi K. and Collins, I. F. (2001). Stress rate-elastic stretching relations in elastoplastic constitutive equations for soils. Soil and Foundations, 41 (2), 77–87.
Einav I. and Puzrin A. M. (2002). Stress rate-elastic stretching relations in elastoplastic constitutive equations for soils. Discussion. Soils and Foundations, 42 (1), 159–160.
Hashiguchi K. (2002). Stress rate-elastic stretching relations in elastoplastic constitutive equations for soils. Closure. Soil and Foundations, 42 (1), 160–163.
Borja R. I. and Reguerio R. A. (2001). Strain localization in frictional materials exhibiting displacement jumps. Comput. Methods Appl. Mech. Engng., 190 (20–21), 2555–2580.
Borja R. I., Lin, C. H. and Montans, F. J. (2001). Cam-Clay plasticity, part IV: implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function. Comput. Methods Appl. Mech. Engng., 190 (26–27), 3293–3323.
Collins I. F. (2002). Associated and non-associated aspects of the constitutive laws for coupled elastic/plastic materials. Int. J. Geomech., 2 (2), 259–267.
Puzrin, A.M. and Einav, I. (2002). Associated and non-associated aspects of the constitutive laws for coupled elastic/plastic materials. Discussion. Int. J. Geomech..
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Puzrin, A.M. (2003). Elasticity in constitutive modeling of soils. In: Kolymbas, D. (eds) Advanced Mathematical and Computational Geomechanics. Lecture Notes in Applied and Computational Mechanics, vol 13. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-45079-5_3
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DOI: https://doi.org/10.1007/978-3-540-45079-5_3
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