A numerical model to simulate moisture flow through unsaturated zones is developed using the finite element method, and is validated by comparing the model results with those available in the literature. The sensitivities of different processes such as gravity drainage and infiltration to the variations in the unsaturated soil properties are studied by varying the unsaturated parameters \alpha and n over a wide range. The model is also applied to predict moisture contents during a field internal drainage test
A rigorous two-dimensional model is presented describing steady-state flow in saturated-unsaturated ...
Permeability coefficients of fluids occupying the pore space of a porous medium have significant inf...
Simulation of soil moisture content requires effective soil hydraulic parameters that are valid at t...
A numerical model to simulate moisture flow through unsaturated zones is developed using the finite ...
Abstract. A numerical model to simulate moisture flow through unsaturated zones is developed using t...
An applied numerical unsaturated flow model was developed in the previous paper to describe the move...
Simulation of soil moisture content requires effective soil hydraulic parameters that are valid at t...
It is obvious that for geotechnical knowledge of soil properties namely, suction-water content and w...
It is obvious that for geotechnical knowledge of soil properties namely, suction-water content and w...
Spatial variability of porous media often prevents precise physical characterization of the system. ...
Accurate model predictions of water flow and solute transport in unsaturated soils re- quire a corre...
The water movements in the unsaturated zone, together with the water holding capacity of this zone, ...
Field monitoring is necessary for the geotechnical engineer to verify design assumptions. More impor...
A rigorous two-dimensional model is presented describing steady-state flow in saturated-unsaturated ...
A rigorous two-dimensional model is presented describing steady-state flow in saturated-unsaturated ...
A rigorous two-dimensional model is presented describing steady-state flow in saturated-unsaturated ...
Permeability coefficients of fluids occupying the pore space of a porous medium have significant inf...
Simulation of soil moisture content requires effective soil hydraulic parameters that are valid at t...
A numerical model to simulate moisture flow through unsaturated zones is developed using the finite ...
Abstract. A numerical model to simulate moisture flow through unsaturated zones is developed using t...
An applied numerical unsaturated flow model was developed in the previous paper to describe the move...
Simulation of soil moisture content requires effective soil hydraulic parameters that are valid at t...
It is obvious that for geotechnical knowledge of soil properties namely, suction-water content and w...
It is obvious that for geotechnical knowledge of soil properties namely, suction-water content and w...
Spatial variability of porous media often prevents precise physical characterization of the system. ...
Accurate model predictions of water flow and solute transport in unsaturated soils re- quire a corre...
The water movements in the unsaturated zone, together with the water holding capacity of this zone, ...
Field monitoring is necessary for the geotechnical engineer to verify design assumptions. More impor...
A rigorous two-dimensional model is presented describing steady-state flow in saturated-unsaturated ...
A rigorous two-dimensional model is presented describing steady-state flow in saturated-unsaturated ...
A rigorous two-dimensional model is presented describing steady-state flow in saturated-unsaturated ...
Permeability coefficients of fluids occupying the pore space of a porous medium have significant inf...
Simulation of soil moisture content requires effective soil hydraulic parameters that are valid at t...