Maxime Gueguin
Maxime Gueguin
Eurobios Scientific Computing Branch
Verified email at eurobios.com
TitleCited byYear
A homogenization approach for assessing the yield strength properties of stone column reinforced soils
G Hassen, M Gueguin, P De Buhan
European Journal of Mechanics-A/Solids 37, 266-280, 2013
342013
Numerical assessment of the macroscopic strength criterion of reinforced soils using semidefinite programming
M Gueguin, G Hassen, P De Buhan
International Journal for Numerical Methods in Engineering 99 (7), 522-541, 2014
162014
Stability analysis of homogenized stone column reinforced foundations using a numerical yield design approach
M Gueguin, G Hassen, P De Buhan
Computers and Geotechnics 64, 10-19, 2015
132015
Ultimate bearing capacity of a foundation reinforced by columns or cross trenches under inclined loads: a homogenization approach
M Gueguin, G Hassen, P de Buhan
International Journal for Numerical and Analytical Methods in Geomechanics …, 2015
112015
A homogenization approach for evaluating the longitudinal shear stiffness of reinforced soils: column versus cross trench configuration
M Gueguin, P De Buhan, G Hassen
International Journal for Numerical and Analytical Methods in Geomechanics …, 2013
82013
Approche par une méthode d’homogénéisation du comportement des ouvrages en sols renforcés par colonnes ou tranchées
M Gueguin
52014
An optimization method for approximating the macroscopic strength criterion of stone column reinforced soils
M Gueguin, G Hassen, J Bleyer, P De Buhan
52013
Calibration of a numerical prediction methodology for fretting-fatigue crack initiation in overhead power lines
JA Redford, M Gueguin, MC Nguyen, HP Lieurade, C Yang, F Hafid, ...
International Journal of Fatigue 124, 400-410, 2019
12019
Modélisation numérique du phénomène de fretting-fatigue intervenant dans le vieillissement des conducteurs de lignes aériennes
J Redford, HP Lieurade, M Gueguin, F Hafid, C Yang, JM Ghidaglia
Matériaux & Techniques 106 (3), 308, 2018
12018
Assessing the liquefaction risk reduction of reinforced soils: a homogenization approach
M Gueguin, G Hassen, P De Buhan
12013
A homogenization approach for evaluating the longitudinal shear stiffness of reinforced soils: column vs. cross trench configuration
M Gueguin, P de Buhan, G Hassen
12013
KEYNOTE: Limit analysis of masonry structures using discontinuity layout optimization
M Gilbert, J Valentino, C Smith, M Gueguin
THE 9TH INTERNATIONAL CONFERENCE ON COMPUTATIONAL METHODS (ICCM2018), 2018
2018
Numerical stability analysis of an embankment on reinforced soils
M Gueguin, G Hassen, P de Buhan
Proceedings of the Institution of Civil Engineers-Engineering and …, 2015
2015
Use of digital image correlation to directly derive soil stress-strain response from physical model test data
M Gueguin, CC Smith, M Gilbert
2015
Approximations of the macroscopic strength criterion of reinforced soils, with application to structural stability analyses
M Gueguin, G Hassen, P De Buhan
2014
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Articles 1–15