Particle-resolved Navier-Stokes simulations with the Immersed Boundary Method yield a complete parameterization of the Gibson equation for self-weight consolidation of cohesive and non-cohesive sediments from first principles.
Sills, Development of structure in sedimenting soils, Philosophical Transactions-Royal Society of London
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Consolidation of freshly deposited cohesive and non-cohesive sediment: particle-resolved simulations
Particle-resolved Navier-Stokes simulations with the Immersed Boundary Method yield a complete parameterization of the Gibson equation for self-weight consolidation of cohesive and non-cohesive sediments from first principles.