Results 231 to 240 of about 2,965 (259)
Some of the next articles are maybe not open access.
International Journal of Geomechanics, 2018
Bo Li, Ying-Guang Fang, Zhen-Feng Ou
exaly +2 more sources
Bo Li, Ying-Guang Fang, Zhen-Feng Ou
exaly +2 more sources
Canadian Geotechnical Journal, 1981
The one-dimensional consolidation of a thick clay layer, initially consolidated fully under its own weight, is considered. Account is taken of the variation of the coefficients of permeability and compressibility as consolidation proceeds. To render the theory consistent finite strains are permitted.
Robert E. Gibson +2 more
openaire +1 more source
The one-dimensional consolidation of a thick clay layer, initially consolidated fully under its own weight, is considered. Account is taken of the variation of the coefficients of permeability and compressibility as consolidation proceeds. To render the theory consistent finite strains are permitted.
Robert E. Gibson +2 more
openaire +1 more source
Computers and Geotechnics, 2023
202306 bckw ; Author’s Original ; RGC ; Published ; Green (AO)
Li, P, Yin, JH, Yin, ZY, Chen, Z
openaire +2 more sources
202306 bckw ; Author’s Original ; RGC ; Published ; Green (AO)
Li, P, Yin, JH, Yin, ZY, Chen, Z
openaire +2 more sources
Solution of some nonlinear one‐dimensional consolidation problems
Communications in Applied Numerical Methods, 1987AbstractThe analysis of nonlinear one‐dimensional consolidation of clay is considered. An algorithm is presented which allows nonlinear clay parameters to be accommodated in the prediction of both the magnitude and the rate of consolidation. The method is based on the finite element solution of Biot's coupled consolidation problem, together with a ...
openaire +2 more sources
European Journal of Environmental and Civil Engineering, 2020
Following the assumptions proposed by Davis and Raymond, an analytical solution for one-dimensional nonlinear consolidation of double-layered soil under constant loading is derived by introducing a...
Mengfan Zong +5 more
openaire +1 more source
Following the assumptions proposed by Davis and Raymond, an analytical solution for one-dimensional nonlinear consolidation of double-layered soil under constant loading is derived by introducing a...
Mengfan Zong +5 more
openaire +1 more source
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
openaire +1 more source
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
openaire +1 more source
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 ...
openaire +1 more source
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 ...
openaire +1 more source
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
openaire +1 more source
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
openaire +1 more source