One-dimensional consolidation with asymmetrical exponential drainage boundary |
Mei, Guo-Xiong
(College of Transportation Engineering, Nanjing University of Technology)
Lok, Thomas M.H. (Faculty of Science and Technology, University of Macau) Xia, Jun (College of Transportation Engineering, Nanjing University of Technology) Wu, Sheng Shen (Faculty of Science and Technology, University of Macau) |
1 | Chen, S.L., Zhang, L.M. and Chen, L.Z. (2005), "Consolidation of a finite transversely isotropic soil layer on a rough impervious base", J. Eng. Mech., 131(12), 1279-1290. DOI ScienceOn |
2 | Cheung, Y.K. and Tham, L.G. (1983), "Numerical solutions for Biot's consolidation of layered soil", J. Eng. Mech., 109(7), 669-679. DOI |
3 | El-Zein, A. (2006), "Laplace boundary element model for the thermoelastic consolidation of multilayered media", Int. J. Geomech., 6(2), 136-140. DOI ScienceOn |
4 | Gibson, R.E., Schiffman, R.L. and Pu, S.L. (1970), "Plan strain and axially symmetric consolidation of a clay layer on a smooth impervious base", J. Mech. Appl. Math., 23(4), 505-520. DOI |
5 | Gray, H. (1944), "Simultaneous consolidation of contiguous layers of unlike compressible soils", ASCE Transactions, Paper no. 2258, pp. 1327-1356. |
6 | Huang, J. and Griffiths, D.V. (2010), "One-dimensional consolidation theories for layered soil and coupled and uncoupled solutions by the finite-element method", Geotechnique, 60(9), 709-713. DOI ScienceOn |
7 | Huang, W.-X. (1982), "Application of consolidation theory to earth dams built by sluicing-siltation method", J. Hydraul. Eng., 9, 13-23. [In Chinese] |
8 | Kim, H.-J. and Mission, J.L. (2011), "Numerical analysis of one-dimensional consolidation in layered clay using interface boundary relations in terms of infinitesimal strain", Int. J. Geomech., 11(1), 72-77. DOI ScienceOn |
9 | McNamee, J. and Gibson, R.E. (1960a), "Displacement functions and linear transforms applied to diffusion through porous elastic media", Q.J. Mech. Appl. Math., 13(1), 98-111. DOI |
10 | McNamee, J. and Gibson, R.E. (1960b), "Plan strain and axially symmetric problems of the consolidation of a semi-infinite clay stratum", J. Mech. Appl. Math., 1(2), 124-135. |
11 | Mei, G.-X., Yin, J.-H., Zai, J.-M., Yin, Z.-Z., Ding, X.-L., Zhu, G.-F. and Chu, L.M. (2004), "Consolidation analysis of a cross-anisotropic homogeneous elastic soil using a finite layer numerical method", Int. J. Numer. Anal. Method. Geomech., 28(2), 111-129. DOI ScienceOn |
12 | Redulic, L. (1936), Porenziffer and Porenwasserdruck in Tonen, Bauingenieur, 7, pp. 51-53. |
13 | Terzaghi, K. (1925), Erdbaumechanik anf Bodenphysikalischer Grundlage", Lpz Deuticke. |
14 | Walker, R., Indraratna, B. and Sivakugan, N. (2012), "Vertical and radial consolidation analysis of multilayered soil using the spectral method", J. Geotech. Geoenviron. Eng., 135(5), 657-663. |
15 | Xie, K.-H., Qi, T., Hu, A.-F. and Xia, J.Z. (2008a), "Experimental study on nonlinear permeability of clay-based", Rock and Soil Mechanics, 29(2), 421-425. [In Chinese] |
16 | Xie, K.-H., Xie, X.-Y. and Li, X.B. (2008b), "Analytical theory for one-dimensional consolidation of clayey soils exhibiting rheological characteristics under time-dependent loading", Int. J. Numer. Anal. Method. Geomech., 32(14), 1833-1855. DOI ScienceOn |
17 | Zhu, G. and Yin, J.H. (1999), "Consolidation of double soil layers under depth-dependent ramp load", Geotechnique, 49(3), 415-421. DOI ScienceOn |
18 | Biot, M.A. (1941b), "Consolidation settlement under a rectangular load distribution", J. Appl. Phys., 12(5), 426-430. DOI |
19 | Biot, M.A. (1941a), "General theory of three-dimensional consolidation", J. Appl. Phys., 12(2), 155-167. DOI |