Etat de l'art: évolution, possibilités et limites des éléments finis en géotechnique, S. Commend in Publication de la Géotechnique Suisse 167, 2013

Large scale 3D numerical simulations of deep excavations in urban areas - constitutive aspects and optimization, R. Obrzud & M. Preisig in Publication de la Géotechnique Suisse 167, 2013

Simulation numérique de l'essai de pieux pour le viaduc sur l'A9 à Rennaz (VD), Ph. Menétrey et S. Commend in Publication de la Géotechnique Suisse 166, 2013

Galerie couverte de Crebelley & modélisation des sols à l'état de service, J. Nicolet, J. Crisinel, F. Geiser, S. Commend, R. Obrzud et Ph. Menétrey in Tracés 19, 2012

On the use of the Hardening Soil Small Strain model in geotechnical practice, RF. Obrzud in Numerics in Geotechnics and Structures, ed. Zimmermann et al., Elmepress, Lausanne, 2010

Stabilized finite elements in geomechanical applications, S. Commend, Th. Zimmermann, A. Truty in Proc. of COMGEO I, Juan-les-Pins, 2009

3D finite element seismic analyses of bridges and dams, A. Mellal, F. Geiser, S. Commend, in Proc. of NUMOG X, Rhodes, 2007

Numerical simulation of earthworks for a large excavation, F. Geiser, S. Commend, J. Crisinel, in Advances in Engineering Software, accepted for publication

3D numerical modeling of a landslide in Switzerland, S. Commend, F. Geiser, L. Tacher in Proc. of NUMOG IX, Ottawa, 2004

Geomechanical applications of stabilized finite elements, S. Commend, Th. Zimmermann, in International Journal of Geomechanics, accepted for publication

Stabilized finite elements applied to elastoplasticity: I. Mixed displacement-pressure formulation, S. Commend, A. Truty, Th. Zimmermann, in Computer methods in applied mechanics and engineering, accepted for publication

Aspects of nonlinear numerical simulations for dam constructions, S. Commend, Th. Zimmermann, J.L. Sarf, E. Davalle, in Hydropower and Dams (4), 2002

Object-oriented nonlinear finite element programming: a primer, S. Commend, T. Zimmermann, in Advances in Engineering Software 32, pp 611-628, 2001

Stabilized finite elements in geomechanics, S. Commend, Thèse EPFL no. 2391, 2001

A fully couple thermo-hydro-mechanical model for double pourous media, N. Khalili, S. Valliapan, F. Geiser, in Computational Solid and Structural Mechanics VI, Barcelona, 2000

Applicability of a general effective concept to unsaturated soils, F. Geiser, in Asian Conference on Unsaturated Soils, Singapore, 2000

Modelling the behaviour of unsaturated silt, F. Geiser, L. Laloui, L. Vulliet, in International Workshop on Unsaturated Soils, Trento, 2000

Automated Digital Image Processing for Volume Change Measurement in Triaxial Cells, P. Gachet, F. Geiser, L. Laloui, L. Vulliet, in Geotechnical Testing Journal, in Press, 2006

Elasto-plasticity of unsaturated soils: laboratory test results on a remoulded silt, F. Geiser, L. Laloui, L. Vulliet, in Soils and Foundations Journal, vol. 46, number 5, in Press, 2006

Numerical modeling and neural networks to identify model parameters from piezocone tests: I. FEM analysis of penetration in two-phase continuum. Obrzud RF, Truty A, Vulliet L. Int J Numerical Analytical Methods in Geomechanics, 2010, (published online DOI: 10.1002/nag.972)

The Hardening Soil model – a practical guidebook. Technical report Z_Soil.PC 100701, Zace Services Ltd, Lausanne, August 2010

Numerical modeling and neural networks to identify constitutive parameters from insitu tests. Obrzud RF, Phd Thesis, EPFL, Lausanne, July 2009

A combined neural network/gradient-based approach for the identification of constitutive model parameters using self-boring pressuremeter tests, Obrzud RF, Vulliet L, Truty A, Int J Numerical Analytical Methods in Geomechanics, 2009, 33(6): 817-849

Optimization framework for calibration of constitutive models enhanced by neural networks, Obrzud RF, Vulliet L, Truty A, Int J Numerical Analytical Methods in Geomechanics, 2009, 33(1): 71-94