The paper concerns a theoretical description of the piping phenomenon appearing in saturated sands at high filtration velocities. Motivated by own experiments we propose a thermodynamical two component model which accounts for a threshold effect at a critical value of the relative velocity of components. This property is incorporated in the source term of momentum balance equations by means of a nonlinear contribution accounting for spatial variations of the porosity. We prove the thermodynamical admissibility of such a model. By means of a linear stability analysis we show the existence of the onse of instability for realistic values of material parameters gained from experiments
We present modal and non-modal linear stability analyses of Poiseuille flow through a plane channel ...
It is generally agreed the same criterion for hydraulic heave and for piping can be used. In vertica...
This paper presents a criterion for detecting diffuse (homogeneous) instabilities in granular soils...
Author Posting. © Europhysics Letters Association, 2012. This is the author's version of the work. ...
Wetting front instability is an important phenomenon affecting fluid flow and contaminant transport ...
The formation of preferential flow paths during infiltration of water into homogeneous, dry soil is ...
We investigate the formation of fingered flow in dry granular media under simulated rainfall using a...
100 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2000.To examine mechanisms for the...
International audienceWe investigate the formation of fingered flow in dry granular media under simu...
One of the failure mechanisms of a dike is piping. A water level difference between the two sides of...
Water infiltration and unsaturated flow through heterogeneous soil control the distribution of soil ...
Under certain conditions, clay and silt size particles in gap-graded clayey to silty sands can be tr...
The paper presents a linear stability analysis of a 1D stationary flow through a poroelastic medium....
The paper presents numerical simulations of water infiltration in unsaturated porous media containin...
Permeability variations have been identified as a key factor in controlling slope failure locations ...
We present modal and non-modal linear stability analyses of Poiseuille flow through a plane channel ...
It is generally agreed the same criterion for hydraulic heave and for piping can be used. In vertica...
This paper presents a criterion for detecting diffuse (homogeneous) instabilities in granular soils...
Author Posting. © Europhysics Letters Association, 2012. This is the author's version of the work. ...
Wetting front instability is an important phenomenon affecting fluid flow and contaminant transport ...
The formation of preferential flow paths during infiltration of water into homogeneous, dry soil is ...
We investigate the formation of fingered flow in dry granular media under simulated rainfall using a...
100 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2000.To examine mechanisms for the...
International audienceWe investigate the formation of fingered flow in dry granular media under simu...
One of the failure mechanisms of a dike is piping. A water level difference between the two sides of...
Water infiltration and unsaturated flow through heterogeneous soil control the distribution of soil ...
Under certain conditions, clay and silt size particles in gap-graded clayey to silty sands can be tr...
The paper presents a linear stability analysis of a 1D stationary flow through a poroelastic medium....
The paper presents numerical simulations of water infiltration in unsaturated porous media containin...
Permeability variations have been identified as a key factor in controlling slope failure locations ...
We present modal and non-modal linear stability analyses of Poiseuille flow through a plane channel ...
It is generally agreed the same criterion for hydraulic heave and for piping can be used. In vertica...
This paper presents a criterion for detecting diffuse (homogeneous) instabilities in granular soils...