References
- Barron, R.A. (1948), "Consolidation of fine grained soils by drain wells", Trans. ASCE, 113(2346), 718-754.
- Basak, P. and Madhav, M.R. (1978), "Analytical solution of sand drained problems", J. Geotech. Eng. - ASCE, 104(1), 129-135.
- Conte, E. and Troncone, A. (2009), "Radial consolidation with vertical drains and general time-dependent loading", Can. Geotech. J., 46, 25-36. https://doi.org/10.1139/T08-101
- Davis, E.H. and Raymond, G.P. (1965), "A non-linear theory of consolidation", Geotechnique, 15(2), 161-173. https://doi.org/10.1680/geot.1965.15.2.161
- Hansbo, S. (1981), "Consolidation of fine grained soils by prefabricated drains", Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, Sweden, June, 3, 667-682.
- Indraratna, B., Bamunawita, C., Redana, I.W. and McIntosh, G. (2003), "Modeling of prefabricated vertical drains in soft clay and evaluation of their effectiveness in practice", Ground. Improvement, 7(3), 127-137. https://doi.org/10.1680/grim.2003.7.3.127
- Indraratna, B., Rujikiatkamjorn, C. and Sathananthan, I. (2005a), "Radial consolidation of clay using compressibility indices and varying horizontal permeability", Can. Geotech. J., 42(5), 1330-1341. https://doi.org/10.1139/t05-052
- Indraratna, B., Sathananthan, I., Rujikiatkamjorn, C. and Balasubramaniam, A.S. (2005b), "Analytical and numerical modeling of soft soil stabilized by prefabricated vertical drains incorporating vacuum preloading", Int. J. Geomech., 5(2), 114-124. https://doi.org/10.1061/(ASCE)1532-3641(2005)5:2(114)
- Indraratna, B., Rujikiatkamjorn, C. and Chu, J. (2007), "Soft clay stabilization with geosynthetic vertical drains beneath road and railway embankments: a critical review of analytical solutions and numerical analysis", Adv. Measurement Model. Soil Behavior (GSP173), 236, 7.
- Rujikiatkamjorn, C., Indraratna, B. and Chu, J. (2008), "2D and 3D numerical modeling of combined surcharge and vacuum preloading with vertical drains", Int. J. Geomech., 8(2), 114-156. https://doi.org/10.1061/(ASCE)1532-3641(2008)8:2(114)
- Teh, C.I. and Nie, X. (2002), "Coupled consolidation theory with non-Darcian flow", Comput. Geotech., 29(3), 169-209. https://doi.org/10.1016/S0266-352X(01)00022-2
- Walker, R., Indraratna, B. and Sivakugan, N. (2009), "Vertical and radial consolidation analysis of multilayered soil using the spectral method", J. Geotech. Geoenviron. Eng. - ASCE, 135(5), 657-663. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000075
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