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- W1998837890 abstract "The effects of initial soil fabric on behaviors of granular soils are investigated by using Distinct Element Method (DEM) numerical simulation. Soil specimens are represented by an assembly of non-uniform sized spheres with different initial contact normal distributions. Isotropically consolidated triaxial compression loading and extension unloading in both undrained and drained conditions are simulated for vertically- and horizontally-sheared specimens. The numerical simulation results are compared qualitatively with the published experimental data and the effects of initial soil fabric on resulting soil behaviors are discussed, including the effects of specimen reconstitution methods, effects of large preshearing, and anisotropic characteristics in undrained and drained conditions. The effects of initial soil fabric and mode of shearing on the quasi-steady state line are also investigated. The numerical simulation results can systematically explain that the observed experimental behaviors of granular soils are due principally to their conditions of the initial soil fabric. This outcome provides insights into the observed phenomena in microscopic view." @default.
- W1998837890 created "2016-06-24" @default.
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- W1998837890 date "2011-11-01" @default.
- W1998837890 modified "2023-09-23" @default.
- W1998837890 title "Effects of soil fabric on behaviors of granular soils: Microscopic modeling" @default.
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- W1998837890 doi "https://doi.org/10.1016/j.compgeo.2011.06.006" @default.
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