Biot's consolidation of layered soil is solved by the finite layer (strip) method based on quasi-variational as well as least square approaches. The two- (three-) dimensional medium is idealized by as many strips (layers) as is necessary to achieve the required accuracy, and the formulation of the relevant matrices requires only simple mathematics involving polynomials and Fourier series, and therefore is much simpler to compare with other techniques using intergral transforms.link_to_subscribed_fulltex
Abstract This article presents a numerical model based on the finite difference method for the physi...
Analytical solutions are presented for linear finite-strain one-dimensional consolidation of initial...
Paper reporting on adding biot's 3D coupled consolidation in fully saturated soils to the scaled bou...
A new method for solving Biot’s consolidation of a finite soil layer in the cylindrical coordinate s...
In soil mechanics assumption of only vertical subsidence is often invoked and this leads to the one-...
A semianalytical solution to axisymmetric consolidation of a transversely isotropic soil layer resti...
This paper presents a finite layer procedure for Biot's consolidation analysis of layered soils usin...
A new approach for computing one-dimensional consolidation in layered soils is presented. Traditiona...
An algorithm is proposed to solve Biot's consolidation problem using meshless method called a radial...
The numerical solution to the Biot equations of 3-D consolidation is still a challenging task becaus...
The scaled boundary finite element method is extended to Biot's coupled consolidation to deal with f...
Numerical solutions of linear finite-strain one-dimensional consolidation of both initially unconsol...
A general analytical solution for the problem of one-dimensional consolidation of layered soils is p...
A new analytical solution to axisymmetric Biot’s consolidation of a finite soil layer
The scaled boundary finite-element method is a powerful tool used to analyse far-field boundary soil...
Abstract This article presents a numerical model based on the finite difference method for the physi...
Analytical solutions are presented for linear finite-strain one-dimensional consolidation of initial...
Paper reporting on adding biot's 3D coupled consolidation in fully saturated soils to the scaled bou...
A new method for solving Biot’s consolidation of a finite soil layer in the cylindrical coordinate s...
In soil mechanics assumption of only vertical subsidence is often invoked and this leads to the one-...
A semianalytical solution to axisymmetric consolidation of a transversely isotropic soil layer resti...
This paper presents a finite layer procedure for Biot's consolidation analysis of layered soils usin...
A new approach for computing one-dimensional consolidation in layered soils is presented. Traditiona...
An algorithm is proposed to solve Biot's consolidation problem using meshless method called a radial...
The numerical solution to the Biot equations of 3-D consolidation is still a challenging task becaus...
The scaled boundary finite element method is extended to Biot's coupled consolidation to deal with f...
Numerical solutions of linear finite-strain one-dimensional consolidation of both initially unconsol...
A general analytical solution for the problem of one-dimensional consolidation of layered soils is p...
A new analytical solution to axisymmetric Biot’s consolidation of a finite soil layer
The scaled boundary finite-element method is a powerful tool used to analyse far-field boundary soil...
Abstract This article presents a numerical model based on the finite difference method for the physi...
Analytical solutions are presented for linear finite-strain one-dimensional consolidation of initial...
Paper reporting on adding biot's 3D coupled consolidation in fully saturated soils to the scaled bou...