Add to ORKGInternational audienceThis paper aims at obtaining an advanced formulation of the time-domain Boundary Element Method (BEM) for two-dimensional consolidation analysis of unsaturated soil. Unlike the usual time-domain BEM the present formulation applies a Convolution Quadrature developed by Lubich [1,2] which requires only the Laplace-domain instead of the time-domain fundamental solutions
The problems of the consolidation of saturated soil under dynamic loading are very complex. At prese...
The scaled boundary finite element method is extended to Biot's coupled consolidation to deal with f...
International audienceIn this paper, the boundary integral equations are presented for the set of fu...
International audienceThis paper aims at obtaining an advanced formulation of the time-domain Bounda...
International audienceThe site effects generated by topographical features are among the sources of ...
Summary Applying the usual spatial discretization on the poroelastic quasi-static integral equations...
International audienceThis paper aims at obtaining an advanced formulation of the time -domain Bound...
A time domain boundary element method (BEM) for evaluating stresses in an axisymmetric soil mass und...
A time domain boundary element method (BEM) for evaluating stresses in an axisymmetric soil mass und...
The scaled boundary finite element method (SBFEM) combines the advantages of finite element method (...
The scaled boundary finite-element method is a powerful tool used to analyse far-field boundary soil...
The scaled boundary finite element method caters well for soil-structure interaction problems, but t...
The main objective of this dissertation is to investigate the application of the boundary element me...
The paper presents the Finite Element formulation of the equations proposed by Tsiampousi et al. (20...
The analysis of deformation in soils is of paramount importance in geotechnical engineering. For a l...
The problems of the consolidation of saturated soil under dynamic loading are very complex. At prese...
The scaled boundary finite element method is extended to Biot's coupled consolidation to deal with f...
International audienceIn this paper, the boundary integral equations are presented for the set of fu...
International audienceThis paper aims at obtaining an advanced formulation of the time-domain Bounda...
International audienceThe site effects generated by topographical features are among the sources of ...
Summary Applying the usual spatial discretization on the poroelastic quasi-static integral equations...
International audienceThis paper aims at obtaining an advanced formulation of the time -domain Bound...
A time domain boundary element method (BEM) for evaluating stresses in an axisymmetric soil mass und...
A time domain boundary element method (BEM) for evaluating stresses in an axisymmetric soil mass und...
The scaled boundary finite element method (SBFEM) combines the advantages of finite element method (...
The scaled boundary finite-element method is a powerful tool used to analyse far-field boundary soil...
The scaled boundary finite element method caters well for soil-structure interaction problems, but t...
The main objective of this dissertation is to investigate the application of the boundary element me...
The paper presents the Finite Element formulation of the equations proposed by Tsiampousi et al. (20...
The analysis of deformation in soils is of paramount importance in geotechnical engineering. For a l...
The problems of the consolidation of saturated soil under dynamic loading are very complex. At prese...
The scaled boundary finite element method is extended to Biot's coupled consolidation to deal with f...
International audienceIn this paper, the boundary integral equations are presented for the set of fu...