Consolidation of Clays for Variable Permeability and Compressibility

By K. Lekha, N. R. Krishnaswamy, P. Basak. 2003

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Radial consolidation of clay using compressibility indices and varying horizontal permeability (2005, background): “Proposed Analytical Solution Laboratory testing has shown that during the consolidation process, a variation of soil volume compressibility and soil permeability can be found, which imparts a direct influence on the shape of e-logσ' and e-logkh (Lekha et al. 2003).”
Finite difference approach for consolidation with variable compressibility and permeability (2007, methodology): “Other researchers have attempted to present more realistic nonlinear theories with consideration of the variability of Cv during the consolidation process and as a result, a number of different numerical and analytical solutions have been proposed for the solution of the non-linear equations [11–16]”