[1] Nova, R. (2012), Soil mechanics, John Wiley & Sons.
[2] McKinley, J.D. (1998), Coupled consolidation of a solid infinite cylinder using a Terzaghi formulation, Journal of Computers and Geotechnics, 23, 193-204.
[3] Abbasi, N., Rahimi, H., Javadi, A.A. and Fakher A. (2007), Finite difference approach for consolidation with variable compressibility and permeability, Journal of Computers and Geotechnics, 34, 41-52.
[4] Oliaei, M. and Pak, A. (2009), Element free Galerkin meshless method for fully coupled analysis of consolidation process, Scientia Iranica Transaction, A, 16, 65-77.
[5] Gibson, R., Schiffman, R.and Pu, S. (1970), Plane strain and axially symmetric consolidation of a clay layer on a smooth impervious base, The Quarterly Journal of Mechanics and Applied Mathematics, 23, 505-520.
[6] Zheng, J.J., Lu, Y.E., Yin, J.H. and Guo, J. (2010), Radial consolidation with variable compressibility and permeability following pile installation. Computers and Geotechnics, 37, 408-412.
[7] Qin, A., Sun, D., Yang, L. and Weng, Y. (2010), A semi-analytical solution to consolidation of unsaturated soils with the free drainage well,
Journal of Computers and Geotechnics,
37, 867–875.
[8] Rani, S., Kumar, R. and Singh, S.J. (2011), Consolidation of an Anisotropic Compressible Poroelastic Clay Layer by Axisymmetric Surface Loads, International Journal of Geomechanics, 11, 65-71.
[9] Wan-Huan, Z. and Shuai, T. (2012), Unsaturated Consolidation in a Sand Drain Foundation by Differential Quadrature Method, Procedia Earth and Planetary Science, 5, 52-57.
[10] Yi, J.T., Lee, F.H., Goh, S.H., Zhang, X.Y. and Wu, J.F. (2012), Eulerian finite element analysis of excess pore pressure generated by spudcan installation into soft clay, Journal of Computers and Geotechnics, 42, 157–170.
[11] Wang, C. (2012), Semi-analytical solution of consolidation for composite ground, Mechanics Research Communications, 48, 24– 31.
[12] Lu, M., Xie, K., Wang, S. and Li, C. (2013), Analytical solution for the consolidation of a composite foundation reinforced by an impervious column with an arbitrary stress increment, International Journal of Geomechanics, 13, 33-40.
[13] Tang, X., Niu, B., Cheng, G. and Shen, H. (2013), Closed-form solution for consolidation of three-layer soil with a vertical drain system,
Journal of Geotextiles and Geomembranes,
36, 81–91.
[14] Tewatia, S. (2013), Equation of 3D consolidation in cartesian coordinates, International Journal of Geotechnical Engineering, 7, 105-108.
[15] Carillo, N. (1942), Simple two and three dimensional cases in the theory of consolidation of soils, Journal of Mathematics and Physics, 21, 11–18.
[16] Das, B.M. (2010), Principles of geotechnical engineering, C1 Engineering.
[17] Jeffrey, A. (2001), Advanced engineering mathematics, Academic Press, USA.
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