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Numerical Study Of Granular Soil Behavior Using Random Arrays Of Elastic Ellipsoids, Xiaoshan Lin
Numerical Study Of Granular Soil Behavior Using Random Arrays Of Elastic Ellipsoids, Xiaoshan Lin
Civil Engineering ETDs
For the purpose of improving computer simulation of granular materials in the framework of the Discrete Element Method (DEM), 2-D and 3-D discrete element models using random arrays of elastic ellipsoids have been developed.