Prediction of unsupported excavations behaviour with machine learning techniques, S. Commend, S. Wattel, J. Hennebert, P. Kuonen, L. Vulliet, in Proceedings XIV Int. Conf. on Computational Plasticity, Barcelona, 2019
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
