Add to ORKGPaper reporting on adding biot's 3D coupled consolidation in fully saturated soils to the scaled boundary finite element method
In the current paper, the consolidation settlement of a strip footing over a finite layer of saturat...
To improve conditioning of matrices arising from the FE solution to Biot's consolidation equations, ...
Biot's consolidation of layered soil is solved by the finite layer (strip) method based on quasi-var...
The scaled boundary finite element method is extended to Biot's coupled consolidation to deal with f...
The scaled boundary finite-element method is a powerful tool used to analyse far-field boundary soil...
The scaled boundary finite element method (SBFEM) combines the advantages of finite element method (...
development of the dynamic coupled consolidation scaled boundary finite-element method for fully sat...
The numerical solution to the Biot equations of 3-D consolidation is still a challenging task becaus...
The problems of the consolidation of saturated soil under dynamic loading are very complex. At prese...
The scaled boundary finite element method caters well for soil-structure interaction problems, but t...
The consolidation theory was developed in a three-dimensional (3D) setting by Biot, giving rise to a...
Finite element analyses of consolidation problem in several types of saturated cohesive soils were p...
The paper presents the Finite Element formulation of the equations proposed by Tsiampousi et al. (20...
A constitutive model of unsaturated soils, referred as the σ′-S model (Zhou et al. 2012a, b), is imp...
The thesis focuses on consolidation analysis using the poroelasticity theory, or Biot’s theory. It i...
In the current paper, the consolidation settlement of a strip footing over a finite layer of saturat...
To improve conditioning of matrices arising from the FE solution to Biot's consolidation equations, ...
Biot's consolidation of layered soil is solved by the finite layer (strip) method based on quasi-var...
The scaled boundary finite element method is extended to Biot's coupled consolidation to deal with f...
The scaled boundary finite-element method is a powerful tool used to analyse far-field boundary soil...
The scaled boundary finite element method (SBFEM) combines the advantages of finite element method (...
development of the dynamic coupled consolidation scaled boundary finite-element method for fully sat...
The numerical solution to the Biot equations of 3-D consolidation is still a challenging task becaus...
The problems of the consolidation of saturated soil under dynamic loading are very complex. At prese...
The scaled boundary finite element method caters well for soil-structure interaction problems, but t...
The consolidation theory was developed in a three-dimensional (3D) setting by Biot, giving rise to a...
Finite element analyses of consolidation problem in several types of saturated cohesive soils were p...
The paper presents the Finite Element formulation of the equations proposed by Tsiampousi et al. (20...
A constitutive model of unsaturated soils, referred as the σ′-S model (Zhou et al. 2012a, b), is imp...
The thesis focuses on consolidation analysis using the poroelasticity theory, or Biot’s theory. It i...
In the current paper, the consolidation settlement of a strip footing over a finite layer of saturat...
To improve conditioning of matrices arising from the FE solution to Biot's consolidation equations, ...
Biot's consolidation of layered soil is solved by the finite layer (strip) method based on quasi-var...