One-dimensional nonlinear consolidation analysis of soil with continuous drainage boundary

[1]  Meijuan Xu,et al.  Analytical solution for one-dimensional nonlinear consolidation of double-layered soil with improved continuous drainage boundary , 2020, European Journal of Environmental and Civil Engineering.

[2]  Pyol Kim,et al.  Nonlinear Consolidation Analysis of a Saturated Clay Layer with Variable Compressibility and Permeability under Various Cyclic Loadings , 2020 .

[3]  Sung-Ryol So,et al.  Nonlinear Radial Consolidation Analysis of Soft Soil with Vertical Drains under Cyclic Loadings , 2020 .

[4]  Pyol Kim,et al.  Analytical solution for one-dimensional nonlinear consolidation of saturated multi-layered soil under time-dependent loading , 2020, Journal of Ocean Engineering and Science.

[5]  G. Mei,et al.  One‐dimensional consolidation of soil under multistage load based on continuous drainage boundary , 2020, International Journal for Numerical and Analytical Methods in Geomechanics.

[6]  G. Mei,et al.  One‐dimensional self‐weight consolidation with continuous drainage boundary conditions: Solution and application to clay‐drain reclamation , 2019, International Journal for Numerical and Analytical Methods in Geomechanics.

[7]  L. Duan,et al.  THREE-DIMENSIONAL CONSOLIDATION THEORY OF VERTICAL DRAIN BASED ON CONTINUOUS DRAINAGE BOUNDARY , 2019, JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT.

[8]  Jinsong Huang,et al.  Approximate Analytical Solutions for One-Dimensional Consolidation of a Clay Layer with Variable Compressibility and Permeability under a Ramp Loading , 2018, International Journal of Geomechanics.

[9]  Wenbing Wu,et al.  Analytical solution for one-dimensional consolidation of double-layered soil with exponentially time-growing drainage boundary , 2018, Int. J. Distributed Sens. Networks.

[10]  De’an Sun,et al.  Semi-Analytical Solution to One-Dimensional Consolidation for Unsaturated Soils with Exponentially Time-Growing Drainage Boundary Conditions , 2018 .

[11]  K. Xie,et al.  Nonlinear Consolidation Analysis of Natural Structured Clays under Time-Dependent Loading , 2018 .

[12]  Mengmeng Lu,et al.  One-dimensional large-strain consolidation of soft clay with non-Darcian flow and nonlinear compression and permeability of soil , 2017 .

[13]  K. Xie,et al.  One-dimensional large-strain consolidation of soft clay with non-Darcian flow and nonlinear compression and permeability of soil , 2017, Journal of Central South University.

[14]  G. Lei,et al.  One-dimensional consolidation of layered soils with exponentially time-growing drainage boundaries , 2013 .

[15]  G. Mei,et al.  Solution of Terzaghi one-dimensional consolidation equation with general boundary conditions , 2013 .

[16]  Changjie Xu,et al.  Non‐linear consolidation analysis of soil with variable compressibility and permeability under cyclic loadings , 2006 .

[17]  N. R. Krishnaswamy,et al.  Consolidation of Clays for Variable Permeability and Compressibility , 2003 .

[18]  Kanghe Xie,et al.  A study on one-dimensional nonlinear consolidation of double-layered soil , 2002 .

[19]  G. Mesri,et al.  Theory of consolidation of clays , 1974 .

[20]  R. Schiffman,et al.  ONE-DIMENSIONAL CONSOLIDATION OF LAYERED SYSTEMS , 1970 .

[21]  T. J. Poskitt.  The Consolidation of Saturated Clay with Variable Permeability and Compressibility , 1969 .

[22]  Laing Barden,et al.  Consolidation of Normally Consolidated Clay , 1965 .

[23]  G. P. Raymond,et al.  A Non-Linear Theory of Consolidation , 1965 .

[24]  G. Mei,et al.  One-dimensional consolidation with asymmetrical exponential drainage boundary , 2014 .

[25]  Yu-lin Wang.  Analysis of one-dimensional non-linear consolidation with exponential flow , 2012 .

[26]  Ya-qin Dong.  ANALYTICAL SOLUTION FOR ONE-DIMENSIONAL NONLINEAR CONSOLIDATION OF SOIL UNDER CYCLIC LOADINGS , 2006 .

[27]  Xie Kang-he,et al.  Analysis of one dimensional nonlinear consolidation of layered soils under time-dependent loading , 2003 .

[28]  Li Bing,et al.  One dimensional non-linear consolidation analysis of soft clay by FDM , 2000 .

[29]  L. Binghe.  SEMI - ANALYTICAL SOLUTION OF ONE DIMENSIONAL NON - LINER CONSOLIDATION OF SOFT CLAY , 1999 .

[30]  H. Gray.  Simultaneous Consolidation of Contiguous Layers of Unlike Compressible Soils , 1944 .