Numerical Modeling: An Efficient Tool for Analyzing the Behavior of Constructions - Multiscale Geomechanics: From Soil to Engineering Projects - page 325

330 Multiscale Geomechanics

[PER 66] Perzyna P., “Fundamental problems in viscoplasticity”, Advances in Applied
Mechanics , vol. 9, p. 243-377, 1966.
[PIC 91] PiccuezzuE.,Loisdecomportementengéomécanique;Modélisation,miseenoeuvre,
identification, Doctoral thesis, Ecole Centrale de Paris, 1991.
[POU 81] Poulos S., “The steady state of deformation”, ASCE Journal of the Geotechnical
Engineering Division , vol. 107, no. GT5, p. 553-562, 1981.
[POU 95] Poulain D., Alonso E., Girard H., “Pore pressure development in compacted wet
clayey soils: an approach using simple laboratory tests”, Proceedings of Conference on
Unsaturated Soils, Paris , Balkema, Rotterdam, p. 541-546, 1995.
[PRE 90] Prevost J., Keane C., “Multimechanism elasto-plastic model for soils”, Journal of
Engineering Mechanics , vol. 116, no. 9, p. 1924-1944, 1990.
[RIC 76] Rice J., “The Localization of plastic deformation”, Koiter W. T., (ed.), Theoretical
and Applied Mechanics, 14th IUTAM Congress , Amsterdam, North-Holland Publishing Co.,
p. 207-220, 1976.
[ROM 95] Romo M., “Clay behavior, ground response and soil-structure interaction studies in
Mexico city. State of the Art paper”, 3rd International Conference on recent Advances in
Geotechnical Earthquake Engineering and Soil Dynamics , vol. II, Prakash, p. 1039-1051,
St. Louis, Missouri, 1995.
[ROS 58] Roscoe K., Schofield A.N., Wroth C.P., “On the yielding of soils”, Géotechnique ,
vol. 8, p. 22-53, 1958.
[SAI 97] Saïm R., Des comportements repères des grains sans colle à un exemple de sol réel,
Doctorate thesis, Ecole Centrale de Paris, 1997.
[SAN 99] Santos J., Caracterização de solos através de ensaios dinâmicos e cíclicos de
torção; Aplicação ao estudo do comportamento de estacas sob acções horizontais estáticas
e dinâmicas, Doctoral dissertation, Universidade Técnica de Lisboa, Instituto Superior
Técnico, Portugal, 1999.
[SCH 02] Schweiger H., Benchmarking in Geotechnics, CGG-IR006-2002 , 2002.
[SEE 70] SeedH.,IdrissI.,SoilModuliandDampingFactorsforDynamicResponseAnalyses,
Report no. EERC-70-10, University of California, Berkeley, CA, 1970.
[SEE 72] Seed H., Lysmer J., Schnabel P., Shake: a Computer Program for the 1-D Analysis
of Geotechnical Earthquake Engineering Problems , University of California, Berkeley,
UCB/EERC-72/12, 1972.
[SIC 00] Sica S., Analisi del comportamento dinamico di dighe in terra, doctorat, Università
di Roma & Napoli 'Federico II', 2000.
[SIC 08] Sica S., Pagano L., Modaressi A., “Influence of past loading history on the seismic
response of earth dams”, Computers and Geotechnics , vol. 35, no. 1, p. 61-85, 2008.
[SKE 53] Skempton A., “The colloidal activity of clays”, Proceedings of 3rd International
Conference in Soil Mechanics and Foundation Engineering , Switzerland, vol. I, p. 57, 1953.
[SKE 61] Skempton A., Effective Stress in Soils, Concrete and Rocks; Pore Pressure and