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- W176142223 abstract "Simple shear test of granular assemblies are simulated numerically using the Distinct Element Method. The detail of the simulation is such that represented the laboratory simple shear test of cylinder assemblies performed by Oda and Konishi. Peak value of mobilized stress ratios τ/σn and number of slidings at the contact point are almost quantitatively equal to the ones obtained from the laboratory tests. And qualitative tendencies, as the rotation of selected directions for contact normals and contact force, are also consistent. It can be concluded that the assembly macroscopic strength is not related to the microscopic contact stiffness, in the other hand the macroscopic stiffness is related evidently. Besides it also controls particle movement as sliding and rotation at the contact points. The slidings frequency at the contact point is almost constant during the deformation. The specimen strength can be represented using a soft contact stiffness and a large friction angle. However it could not be represented well the way the particles dislocate and the strain when fracture occurs." @default.
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- W176142223 date "1992-01-01" @default.
- W176142223 modified "2023-09-27" @default.
- W176142223 title "Distinct Element Simulation for Simple Shear Test of Granular Assembly" @default.
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- W176142223 doi "https://doi.org/10.1016/b978-0-444-89213-3.50038-9" @default.
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