Sample preparation of dense granular materials Influence of void ratio e and coordination number Z* on the mechanical behaviour at failure by Nawaz Shah, Combe Gaël

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Particle Shape Effect on Macroscopic Behaviour of Underground Structures: Numerical and Experimental Study by Szarf Krzysztof, Combe Gael, Villard Pascal

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Grain-scale DEM study of open-ended pipe pile penetration in granular soils by Komodromos Michail, Combe Gaël, Viggiani Gioacchino

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High compressibility caused by particle breakage: a DEM investigation by Stasiak Marta, Richefeu Vincent, Combe Gaël, Zghondi Jad, Armand Gilles

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Effects of a large number of cycles on pile shaft resistance analyzed at the grain scale using x-ray tomography by Doreau–Malioche Jeanne, Combe Gaël, Toni Jean-Benoît, Viggiani Gioacchino

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Assessing contact forces in granular materials from experimental measurements of kinematics by Tolomeo Mathias, Richefeu Vincent, Combe Gaël, Roux Jean-Noël, Viggiani Gioacchino

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Experimental investigation of mode I fracture for brittle tube-shaped particles by Stasiak Marta, Combe Gaël, Desrues Jacques, Richefeu Vincent, Villard Pascal, Armand Gilles, Zghondi Jad

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Wear of sharp aggregates in a rotating drum by Deiros Quintanilla Ivan, Combe Gaël, Emeriault Fabrice, Toni Jean-Benoît, Voivret Charles, Ferellec Jean François

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FEM × DEM: a new efficient multi-scale approach for geotechnical problems with strain localization by Nguyen Trung Kien, Claramunt Albert Argilaga, Caillerie Denis, Combe Gaël, Dal Pont Stefano, Desrues Jacques, Richefeu Vincent

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