Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions

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Effect of sample size on the response of DEM samples with a realistic grading (2014, methodology): “For all these samples, the PSDs were close to the grading curve of Toyoura sand (Yang & Sze, 2011), and the gradings were generated by discretizing the Toyoura grading into several size classes.”
A coupled FEM/DEM approach for hierarchical multiscale modelling of granular media (2014, methodology): “The global stress–strain responses are shown in Figure 22, which are again consistent with experimental tests [64] and other model simulations [65] under the same loading conditions.”
Failure Modes of Sand in Undrained Cyclic Loading: Impact of Sample Preparation (2014, methodology): “…framework of critical-state soil mechanics, both cyclic strength and threshold a can be related to a state parameter that collectively accounts for relative density and confining stress, as elaborated by Yang and Sze (2011b) using the experimental data on MT specimens of Toyoura and Fujian sand.”