References
- Al-Tabbaa, A. and Wood, D. M. (1989), "An experimentally based 'bubble' model for clay", Proceedings of NUM0G3, pp.91-99.
- Banerjee, P. K., and Yousif, N. B. (1986), "A plasticity model for the mechanical behavior of anisotropically consolidated clay", International Journal of Numerical and Analytical Methods in Geomechanics, Vol.10, No.5, pp.521-541. https://doi.org/10.1002/nag.1610100505
- Dafalias, Y. F. (1986), "Bounding surface plasticity: 1. Mathematicalfoundation and hypoplasticity", Journal of Engineering Mechanics,Vol.112, No.9, pp.966-987. https://doi.org/10.1061/(ASCE)0733-9399(1986)112:9(966)
- Dafalias, Y. F. and Herrmann, L. R. (1982), "A bounding surface formulation of soil plasticity", Soil Mechanics-Transient and Cyclic Loads, Pande, G. N. and Zienkiewicz, O. C., Eds., John Wiley and Sons.
- Dafalias, Y. F. and Popov, E. P. (1975), "A model of nonlinearly hardening materials for complex loadings", Acta Mechanica., Vol.21, pp.173-192. https://doi.org/10.1007/BF01181053
- Finno, R. J. and Roboski, J. F. (2005), "Three-dimensional responses of a tied-back excavation through clay", Journal of Geotechnical and Geoenvironmental Engineering, Vol.131, No.3, pp.273-282. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:3(273)
- Hardin, B. O. and Black, W. L. (1966), "Sand stiffness under various triaxial stresses", Journal of Soil Mechanics and Foundation Division, Vol.92, No.2, pp.27-42.
- Jardine, R. J. (1985), Investigations of pile-soil behavior, with special reference to the foundations of offshore structures, Imperial College, University of London.
- Jardine, R. J. (1992), "Some observations on the kinematic nature of soil stiffness", Soils and Foundations, Vol.32, No.2, pp.111-124. https://doi.org/10.3208/sandf1972.32.2_111
- Jung, Y. -H., Cho, W., and Finno, R. J. (2007), "Defining yield from bender element measurements in triaxial stress probe experiments", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.133, No.7, pp.841-849. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:7(841)
- Jung, Y. -H. and Yune, C. -Y. (2011), "Reappraisal of the anisotropic bounding surface model of small-strain behavior for clays", KSCE Journal of Civil Engineering, Vol.15, No.3, pp.463-472. https://doi.org/10.1007/s12205-011-1112-1
- Krieg, R. D. (1975). "A practical two-suraface plasticity theory", Journal of Applied Mechanics, Vol.42, pp.641-646. https://doi.org/10.1115/1.3423656
- Stallebrass, S. E. (1990), The Effect of Recent Stress History on the Deformation of Overconsolidated Soils, PhD Thesis, City University, UK.
- Tatsuoka, F., Jardine, R. J., Lo Presti, D. C. F., Di Benedetto, H., and Kodaka, T. (1997), "Characterising the pre-failure deformation properties of geomaterials", Proceedings of 14th International Conference on Soil Mechanics and Foundation Engineering, Vol.4, pp.447-482.
Cited by
- A new perspective on bounding surface plasticity: The moving projection origin vol.21, pp.3, 2013, https://doi.org/10.1007/s12205-016-0392-x