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1 Walker R, "Vertical drain consolidation with non-Darcian flow and void ratio dependent compressibility and permeability" 62 (62): 985-997, 2012
2 Gibson RE, "The theory of onedimensional consolidation of saturated clays, II. Finite nonlinear consolidation of thick homogeneous layers" 18 (18): 280-293, 1981
3 Bian X, "The role of superabsorbent polymer on strength and microstructure development in cemented dredged clay with high water content" 10 (10): 1069-, 2018
4 Tavenas F, "The permeability of natural soft clays, Part 2: Permeability characteristics" (20) : 645-660, 1983
5 Jiang WH, "The large strain consolidation of sanddrained ground considering the well resistance and the variation of radial permeability coefficient" 42 (42): 1-11, 2021
6 Been K, "Self-weight consolidation of soft soils : An experimental and theoretical study" 31 (31): 519-535, 1981
7 Xu GZ, "Sedimentation behavior of four dredged slurries in China" 30 (30): 143-156, 2012
8 Dong ZL, "Research and application of improvement technology of shallow ultra-soft soil formed by dredged in Tianjin Binhai new area" 30 (30): 1073-1080, 2011
9 Fox PJ, "Piecewise-linear model for large strain radial consolidation" 129 : 940-950, 2003
10 Indraratna B, "Performance of marine clay stabilised with vacuum pressure : Based on queensland experience" 11 (11): 598-611, 2019
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26 Deng YB, "Consolidation by prefabricated vertical drains considering the time dependent well resistance" 36 : 20-26, 2013
27 Zhu G, "Consolidation analysis of soil with vertical and horizontal drainage under ramp loading considering smear effects" 22 (22): 63-74, 2004
28 Hong ZS, "Compression behaviour of reconstituted soils at high initial water contents" 60 (60): 691-700, 2010
29 Cao YP, "Axisymmetric largestrain consolidation model for dredged clays with high water content under vacuum preloading" 46 (46): 860-865, 2016
30 Cao YP, "Axisymmetric large-strain consolidation model for dredged clay with high water content" 38 (38): 1904-1910, 2016
31 Zhou WH, "Analytical solutions to the axisymmetric consolidation of a multi-layer soil system under surcharge combined with vacuum preloading" 45 (45): 487-498, 2017
32 Rujikiatkamjorn C, "Analytical solutions and design curves for vacuum-assisted consolidation with both vertical and horizontal drainage" 44 (44): 188-200, 2007
33 Guo B, "Analytical solution for consolidation of vertical drains by vacuum-surcharge preloading" 35 (35): 1045-1054, 2013
34 Cao YP, "Analysis of large-strain consolidation behavior of soil with high water content in consideration of self-weight" 2018 : 1-10, 2018
35 Xie KH, "An analytical theory for 1-D nonlinear large strain consolidation of soft clay" 24 (24): 680-684, 2002
36 Lei G H, "An analytical solution for consolidation with vertical drains under multi-ramp loading" 65 (65): 531-547, 2015
37 Cao YP, "A method of determining nonlinear large strain consolidation parameters of dredged clays" 7 (7): 218-226, 2014