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Colloids and Surfaces A: Physicochemical and Engineering Aspects, 2014
Abstract This article presents numerical simulations of the hydrodynamics generated by droplets evolving in a continuous paraffin oil phase and submitted to gravity. The model under consideration is two-dimensional, includes capillarity, free boundaries and is simulated with a finite volume technique.
Adil Lekhlifi +2 more
openaire +1 more source
Abstract This article presents numerical simulations of the hydrodynamics generated by droplets evolving in a continuous paraffin oil phase and submitted to gravity. The model under consideration is two-dimensional, includes capillarity, free boundaries and is simulated with a finite volume technique.
Adil Lekhlifi +2 more
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
International Journal for Numerical and Analytical Methods in Geomechanics
AbstractTo comprehensively consider the influence of boundary conditions, non‐Darcy flow, load forms, and soil stratification on soil consolidation, a one‐dimensional soil consolidation equation is established. By subdividing the soil layer and employing time discretization, the nonlinear consolidation equation is linearized, resulting in an analytical
Yi Zhang +7 more
openaire +1 more source
AbstractTo comprehensively consider the influence of boundary conditions, non‐Darcy flow, load forms, and soil stratification on soil consolidation, a one‐dimensional soil consolidation equation is established. By subdividing the soil layer and employing time discretization, the nonlinear consolidation equation is linearized, resulting in an analytical
Yi Zhang +7 more
openaire +1 more source

