A particle refinement method for simulating DEM of cone penetration testing in granular materials
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[1] J. Ting,et al. Discrete numerical model for soil mechanics , 1989 .
[2] Hai-Sui Yu,et al. Discrete element modelling of deep penetration in granular soils , 2006 .
[3] Richard J. Bathurst,et al. Micromechanical features of granular assemblies with planar elliptical particles , 1992 .
[4] Joanna Butlanska,et al. Cone penetration test in a virtual calibration chamber , 2014 .
[5] Wuming Yan,et al. Effect of Particle Grading on the Response of an Idealized Granular Assemblage , 2011 .
[6] A. Huang,et al. An analytical study of cone penetration tests in granular material , 1994 .
[7] Michele Jamiolkowski,et al. Evaluation of Relative Density and Shear Strength of Sands from CPT and DMT , 2003 .
[8] T. Ng,et al. A non‐linear numerical model for soil mechanics , 1992 .
[9] N. Khalili,et al. Linking cone penetration resistances measured in calibration chambers and the field , 2012 .
[10] Félix Darve,et al. Numerical simulation of drained triaxial test using 3D discrete element modeling , 2009 .