Pressure solution and viscous compaction in sedimentary basins

Mathematical models of compaction in sedimentary basins typically assume a relationship between effective pressure p e and porosity ϕ, which is of a non‐linear type; that is, p e = p e (ϕ). However, at depths greater than a kilometer, pressure solution becomes important and this relationship approaches a viscous one. We derive a mathematical model for viscous compaction in sedimentary basins and show how the model suggests different styles of behavior in the limits of slow and fast compaction.