A Microstructural Model for Soils and Granular Materials - Multiscale Geomechanics: From Soil to Engineering Projects - page 215

[HIC 06] H ICHER P.Y., C HANG C.S., “Anisotropic non linear elastic model for particulate
materials”, Journal of Geotechnical and Environmental Engineering , vol. 132, no. 8,
pp. 1052-1061, 2006.
[HIC 07] H ICHER P.Y., C HANG C.S., “A microstructural elastoplastic model for unsaturated
granular materials”, International Journal of Solids and Structures, vol. 44, no. 7-8,
pp. 2304-2323, 2007.
[HIC 08] H ICHER P.Y., C HANG C.S., “An elastic model for partially saturated granular
materials”, J. Eng. Mechanics , vol. 134, no. 6, pp. 505-513, 2008.
[JEN 93] J ENKINS J.T., S TRACK O.D.L., “Mean-field inelastic behavior of random arrays of
identical spheres”, Mechanics of Material , vol. 16, pp. 25-33, 1993.
[KHE 92] K HEMISSA M., Recherches expérimentales sur les propriétés mécaniques d'une
argile molle naturelle, PhD thesis, Ecole Nationale des Ponts et Chaussées, Paris, France,
1992.
[LIA 97] L IAO C.L., C HANG T.P., Y OUNG D., C HANG C.S., “Stress-strain relationship for
granular materials bases on hypothesis of best fit”, International Journal of Solids and
Structures , vol. 34 , no. 31-32, pp. 4087-4100, 1997.
[LIA 00] L IAO C.L., C HAN T.C., S UIKER A.S.J., C HANG C.S., “Pressure-dependent elastic
moduli of granular assemblies”, International Journal for Analytical and Numerical
Methods in Geomechanics , vol. 24, pp.265-279, 2000.
[LUO 80] L UONG M. P., “Stress-strain aspects of cohesionless soils under cyclic and transient
loading”, International Symposium on Soils under Cyclic and Transient Loading ,
Swansea, pp. 353-376, 1980.
[MIN 69] M INDLIN R.D., “Microstructure in linear elasticity”, Arch. Rational Mech. Anal .,
vol. 16, pp. 51-78,1969.
[NEM 02] N EMAT -N ASSER S., Z HANG J., “Constitutive relations for cohesionless frictional
granular material”, International Journal of Plasticity , vol. 18, pp. 531-547, 2002.
[NG 03] N G C., C HIU A., “Laboratory study of loose saturated and unsaturated decomposed
granitic soil”, Journal of Geotechnical Eng ., vol. 129, no. 6, pp. 550-559, 2003.
[NIC 05] N ICOT F., D ARVE F., “A multi-scale approach to granular materials”, Mechanics of
Materials , vol. 37, pp. 980-1006, 2005.
[ODA 93] O DA M., “Inherent and induced anisotropy in plasticity theory of granular soils”,
Mechanics of Materials , vol. 16, no. 1-2, pp. 35-45, 1993.
[RAN 02] R ANGEARD D., Identification des caractéristiques hydro-mécaniques d'une argile
par analyse inverse d'essais pressiométriques, PhD thesis, University of Nantes and Ecole
Centrale de Nantes, France, 2002.
[ROT 81] R OTHENBURG L., S ELVADURAI A.P.S., “Micromechanical definitions of the Cauchy
stress tensor for particular media”, in: S ELVADURAI A.P.S. (ed.), Mechanics of Structured
Media , pp. 469-486, Elsevier, Amsterdam, The Netherlands, 1981.