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International Journal for Numerical and Analytical Methods in Geomechanics, 2022
AbstractConsidering the nonlinear rheological properties of saturated clay, the modified unified hardening (UH) constitutive relation was introduced to describe the nonlinear rheological deformation. Meanwhile, Swartzendruber's flow law was used to simulate the non‐Darcian flow of pore water in the progress of rheological consolidation. Consequently, a
Penglu Cui +4 more
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AbstractConsidering the nonlinear rheological properties of saturated clay, the modified unified hardening (UH) constitutive relation was introduced to describe the nonlinear rheological deformation. Meanwhile, Swartzendruber's flow law was used to simulate the non‐Darcian flow of pore water in the progress of rheological consolidation. Consequently, a
Penglu Cui +4 more
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Journal of Geotechnical and Geoenvironmental Engineering, 2017
AbstractThis paper describes the development and multistep validation of a one-dimensional, large strain consolidation coupled contaminant transport model with nonlinear and nonequilibrium sorption...
Dogus Meric +3 more
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AbstractThis paper describes the development and multistep validation of a one-dimensional, large strain consolidation coupled contaminant transport model with nonlinear and nonequilibrium sorption...
Dogus Meric +3 more
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Transport in Porous Media, 1989
The nonlinear partial differential equation model of Gibson et al. which governs one-dimensional large-strain consolidation is solved numerically using a semi-discrete formulation involving a Galerkin weighted residual approach. The use of quadratic Lagrange basis functions usually complicates the task of solving the system of time-dependent ordinary ...
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The nonlinear partial differential equation model of Gibson et al. which governs one-dimensional large-strain consolidation is solved numerically using a semi-discrete formulation involving a Galerkin weighted residual approach. The use of quadratic Lagrange basis functions usually complicates the task of solving the system of time-dependent ordinary ...
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Journal of Central South University, 2017
Geometrical nonlinearity of the soft soil and the deviation of water flow in the soft clay from Darcy’s law have been well recognized in practice. However, the theory of consolidation, which can account for both the geometrical nonlinearity and the non-Darcian flow, has not been reported so far.
Chuan-xun Li +4 more
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Geometrical nonlinearity of the soft soil and the deviation of water flow in the soft clay from Darcy’s law have been well recognized in practice. However, the theory of consolidation, which can account for both the geometrical nonlinearity and the non-Darcian flow, has not been reported so far.
Chuan-xun Li +4 more
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International Journal for Numerical and Analytical Methods in Geomechanics
ABSTRACT This study investigated one‐dimensional nonlinear consolidation behavior in layered soils, incorporating nonlinear void ratio‐permeability and void ratio‐compression relationships to establish a governing equation that accounts for material heterogeneity.
Anfeng Hu +5 more
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ABSTRACT This study investigated one‐dimensional nonlinear consolidation behavior in layered soils, incorporating nonlinear void ratio‐permeability and void ratio‐compression relationships to establish a governing equation that accounts for material heterogeneity.
Anfeng Hu +5 more
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One-dimensional large strain nonlinear thaw consolidation model for saturated frozen soil
Computers and Geotechnics, 2023Yadong Zhou, Siyuan Chen, Shijin Feng
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European Journal of Environmental and Civil Engineering, 2023
Wenbing Wu, Pengpeng Ni, Guoxiong Mei
exaly
Wenbing Wu, Pengpeng Ni, Guoxiong Mei
exaly