Numerical Modeling: An Efficient Tool for Analyzing the Behavior of Constructions - Multiscale Geomechanics: From Soil to Engineering Projects - page 320

[CYB 98] Cyberquake, A computer-aided design tool for evaluating seismic soil response,
BRGM, 1998.
[DAF 82] Dafalias Y., Herrmann L., Bounding surface formulation of soil plasticity Soil
Mechanics- Transient and Cyclic Loads , p. 253-282, Wiley, USA, 1982.
[DAF 86] Dafalias Y., “Bounding surface plasticity. I: Mathematical foundation and
hypoplasticity”, ASCE Journal of Engineering Mechanics , vol. 112, no. GT8, p. 966-987,
1986.
[DAG 08] D'Aguiar S., Numerical modeling of soil-pile axial load transfer mechanics in
granular soils, Doctoral thesis, Ecole Centrale de Paris, Instituto Superior Técnico de
Lisbonne, 2008.
[DAR 82] DarveF.,LabaniehS., “Incremental constitutive law for sands and clays: simulation
of monotonic and cyclic tests”, International Journal of Numerical and Analytical Methods
in Geomechanics , vol. 6, p. 243-275, 1982.
[DAR 99] Darve F., Laouafa F., “Plane strain instabilities in soil. Appliction to slope
stability”, Proceedings of the International Symposium on Numerical Models in
Geomechanics , Graz, 1999.
[DAR 00] Darve F., Laouafa F., “Instabilities in granular materials and applications to
landslides”, Mechanics of Cohesive Frictional Materials , vol. 5, no. 8, p. 627-652, 2000.
[DOB 82] Dobry R., Ladd R., Yokel F., Chung R., Powell D., Prediction of Pore Water
Pressure Buildup and Liquefaction of Sands During Earthquakes by the Cyclic Strain
Method, Report no. 138, National Bureau of Standards, 1982.
[DRU 49] Drucker D., “Relations of experiments to mathematical theories of plasticity”,
Journal of Applied Mechanics , vol. 16, p. 349-357, 1949.
[DUN 70] Duncan J., Chang C., “Non linear analysis of stress and strains in soil”, Journal of
Soil Mechanics and Foundation Division , vol. no. 5, p. 1629-1653, 1970.
[ELM 03] Elmi F., Détermination des propriétés des sols marins par reconnaissance
géophysique et géotechnique: Intégration totale des données, Doctoral thesis, Ecole Centrale
de paris, 2003.
[FAV 80] Favre J., Milieu continu et milieu discontinu: mesure statistique indirecte des
paramètres rhéologiques et approche probabiliste de la sécurité, Doctoral thesis, UPMC,
Paris VI, 1980.
[FIO 02] Fioravante V., “On the shaft friction modeling of non-displacement piles in sand”,
Soils and Foundations , vol. 42, no. 2, p. 23-33, 2002.
[FLE 93] Fleureau J.M., Kheirbek-Saoud S., Soemitro R. Taibi S.,“Behaviour of clayey
soils on drying-wetting paths”, Canadian Geotechnical Journal , vol. 30, no. 2, p. 287-296,
1993.
[FLE 02] Fleureau J.M., Caractérisation du Matériau de la Digue, Rapport de Recherche,
Ecole Centrale de Paris, 2002.
[FOU 10] Foucault A., Modélisation du comportement cyclique des ouvrages en terre