Aberg, B. (1992). Void ratio of non-cohesive soils and similar materials. Journal of Geotechnical Engineering-ASCE, 118, 1315-1334.

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A Review of Soil Pore Models - Horgan (1996)   (Correct)

....is sedimentation, in Figure 3: Simulation of a two dimensional sedimentation process of discs with a lognormal distribution of radius. which particles fall under gravity and pile on top of each other. Figure 3 shows an example. Aspects of such a model are considered by Ghilardi et al. 1993) Aberg (1992 1996) considers random sets of non overlapping, but not packed, particles, and derives some analytical results. An advantage of random set models is that they can generate very tortuous pore networks which seem realistic. Unlike some simpler models, there need be no constraint that pores have a ....

Aberg, B. (1992). Void ratio of non-cohesive soils and similar materials. Journal of Geotechnical Engineering-ASCE, 118, 1315-1334.

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