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Nonlinear Consolidation Analysis of Natural Structured Clays under Time-Dependent Loading

International journal of geomechanics, 2018-02, Vol.18 (2)

2018

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Consolidation behavior of soft deposits considering the variation of prefabricated vertical drain discharge capacity

Computers and geotechnics, 2014-10, Vol.62, p.310-316

2014

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Consolidation by prefabricated vertical drains considering the time dependent well resistance

Geotextiles and geomembranes, 2013-02, Vol.36, p.20-26

2013

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A study on one-dimensional consolidation of layered structured soils

International journal for numerical and analytical methods in geomechanics, 2016-05, Vol.40 (7), p.1081-1098

2016

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One-dimensional nonlinear consolidation of soft clay with the non-Darcian flow

Journal of Zhejiang University. A. Science, 2013-06, Vol.14 (6), p.435-446

2013

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Equal strain consolidation for stone columns reinforced foundation

International journal for numerical and analytical methods in geomechanics, 2009-10, Vol.33 (15), p.1721-1735

2009

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One-dimensional large-strain consolidation of soft clay with non-Darcian flow and nonlinear compression and permeability of soil

Journal of Central South University, 2017-04, Vol.24 (4), p.967-976

2017

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Analytical theory for one-dimensional consolidation of clayey soils exhibiting rheological characteristics under time-dependent loading

International journal for numerical and analytical methods in geomechanics, 2008-10, Vol.32 (14), p.1833-1855

2008

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Consolidation by Prefabricated Vertical Drains with a Threshold Gradient

Mathematical problems in engineering, 2014-01, Vol.2014 (2014), p.1-9

2014

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Finite Element Analysis of Biot’s Consolidation with a Coupled Nonlinear Flow Model

Mathematical problems in engineering, 2016-01, Vol.2016 (2016), p.1-13

2016

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Dynamic response of a partially sealed tunnel in porous rock under inner water pressure

Tunnelling and underground space technology, 2010-07, Vol.25 (4), p.407-414

2010

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Analytical solutions for nonlinear consolidation of soft soil around a shield tunnel with idealized sealing linings

Computers and geotechnics, 2014-09, Vol.61, p.144-152

2014

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A study on the one-dimensional consolidation of double-layered structured soils

Computers and geotechnics, 2016-03, Vol.73, p.189-198

2016

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One-dimensional consolidation of double-layered soil with non-Darcian flow described by exponent and threshold gradient

Journal of Central South University, 2012-02, Vol.19 (2), p.562-571

李传勋谢康和胡安峰胡白香

2012

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Model Test and Theoretical Analysis for Soft Soil Foundations Improved by Prefabricated Vertical Drains

International journal of geomechanics, 2017-01, Vol.17 (1)

2017

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Analysis on effective stress formula and consolidation of gassy muddy clay

Journal of Central South University, 2014-04, Vol.21 (4), p.1594-1599

徐浩峰应宏伟谢新宇谢康和

2014

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Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability

Journal of Zhejiang University. A. Science, 2011-04, Vol.12 (4), p.268-277

2011

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Lateral dynamic response of a partially embedded pile subjected to combined loads in saturated soil

Marine georesources & geotechnology, 2017-08, Vol.35 (6), p.788-798

2017

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Consolidation theory for a composite foundation considering radial and vertical flows within the column and the variation of soil permeability within the disturbed soil zone

Canadian geotechnical journal, 2010-02, Vol.47 (2), p.207-217

2010

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Consolidation by vertical drains when the discharge capacity varies with depth and time

Computers and geotechnics, 2013-03, Vol.48, p.1-8

2013

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Analytical solution for one-dimensional consolidation of clayey soils with a threshold gradient

Computers and geotechnics, 2010-06, Vol.37 (4), p.487-493

2010

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High accuracy non-equidistant method for singular perturbation reaction-diffusion problem

Applied mathematics and mechanics, 2009-02, Vol.30 (2), p.175-182

2009

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Steady-state response of a saturated half-space with an overlying dry layer subjected to a moving load

Journal of Zhejiang University. A. Science, 2012, Vol.13 (1), p.33-43

2012

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A general theoretical solution for the consolidation of a composite foundation

Computers and geotechnics, 2009-01, Vol.36 (1), p.24-30

2009

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Axisymmetric consolidation of a poroelastic soil layer with a compressible fluid constituent due to groundwater drawdown

Computers and geotechnics, 2014-03, Vol.56, p.11-15

2014

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Nonlinear Consolidation Analysis of Natural Structured Clays under Time-Dependent Loading

Consolidation behavior of soft deposits considering the variation of prefabricated vertical drain discharge capacity

Consolidation by prefabricated vertical drains considering the time dependent well resistance

A study on one-dimensional consolidation of layered structured soils

One-dimensional nonlinear consolidation of soft clay with the non-Darcian flow

Equal strain consolidation for stone columns reinforced foundation

One-dimensional large-strain consolidation of soft clay with non-Darcian flow and nonlinear compression and permeability of soil

Analytical theory for one-dimensional consolidation of clayey soils exhibiting rheological characteristics under time-dependent loading

Consolidation by Prefabricated Vertical Drains with a Threshold Gradient

Finite Element Analysis of Biot’s Consolidation with a Coupled Nonlinear Flow Model

Dynamic response of a partially sealed tunnel in porous rock under inner water pressure

Analytical solutions for nonlinear consolidation of soft soil around a shield tunnel with idealized sealing linings

A study on the one-dimensional consolidation of double-layered structured soils

One-dimensional consolidation of double-layered soil with non-Darcian flow described by exponent and threshold gradient

Model Test and Theoretical Analysis for Soft Soil Foundations Improved by Prefabricated Vertical Drains

Analysis on effective stress formula and consolidation of gassy muddy clay

Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability

Lateral dynamic response of a partially embedded pile subjected to combined loads in saturated soil

Consolidation theory for a composite foundation considering radial and vertical flows within the column and the variation of soil permeability within the disturbed soil zone

Consolidation by vertical drains when the discharge capacity varies with depth and time

Analytical solution for one-dimensional consolidation of clayey soils with a threshold gradient

High accuracy non-equidistant method for singular perturbation reaction-diffusion problem

Steady-state response of a saturated half-space with an overlying dry layer subjected to a moving load

A general theoretical solution for the consolidation of a composite foundation

Axisymmetric consolidation of a poroelastic soil layer with a compressible fluid constituent due to groundwater drawdown

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