Oedometric Test, Bauer's Law and the Micro-Macro Connection for a Dry Sand
W. F. Oquendo, J. D. Mu\~noz, A. Lizcano

TL;DR
This study uses molecular dynamics simulations to connect microscopic grain forces with macroscopic soil parameters, revealing a power-law relation between key parameters and validating it with experimental data.
Contribution
It introduces a novel micro-mechanical simulation approach to link granular force interactions with macroscopic soil behavior and uncovers a new power-law relation between parameters.
Findings
Macroscopic parameters follow a power-law relation.
Simulation results match experimental data for Guamo sand.
Micro-mechanical factors influence macroscopic soil parameters.
Abstract
What is the relationship between the macroscopic parameters of the constitutive equation for a granular soil and the microscopic forces between grains? In order to investigate this connection, we have simulated by molecular dynamics the oedometric compression of a granular soil (a dry and bad-graded sand) and computed the hypoplastic parameters (the granular skeleton hardness) and (the exponent in the compression law) by following the same procedure than in experiments, that is by fitting the Bauer's law , where is the pressure, and and are the initial and present void ratios. The micro-mechanical simulation includes elastic and dissipative normal forces plus slip, rolling and static friction between grains. By this way we have explored how the macroscopic parameters change by modifying the grains stiffness, V ; the dissipation…
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