1. Abbott, M.B., (1960), “One-Dimensional Consolidation of Multi- Layered Soils,” Geotechnique, 10, pp. 151–165.
2. Abelev, M. Yu., and Tsytovitch, N.A., (1964), “Problems of Application of the Theory of Consolidation for Fully Saturated Clayey Soils,” (In Russian), Osnovanija Fundamentyi Mekanika Gruntov, No. 3, pp. 11–14.
3. Adachi, T., Oka, F., and Tange, Y., (1982), Finite Element
4. Analysis of Two Dimensional Consolidation Using an Elasto- Viscoplastic Constitutive Equation Proceedings, Fourth International Conference on Numerical Methods in Geomechanics, (Edited-by Z. Eisenstein), A.A. Balkema, Rotterdam, The Netherlands, 1, pp- 287–296.
5. Aboshi, H., and Monden, H., (1963), “Determination of the Horizontal Coefficient of Consolidation of Aluvial Clay,” Proceedings, Fourth Australia — New Zealand Concerence of Soil Mechanics and Foundation Engineering. pp. 159–164.