The design of irrigation trenches has implications in terms of the stress / deformation properties of the soil as well as potential impacts on groundwater regimes. Improper design can lead to failure of the design structure.
SVFLUX™ is well-suited for analyzing the flow of water around any potential trench design. Maximum gradients can be plotted as well as flowlines to determine the new flow regime. For excavations beneath the water table the amount of flow exiting the model can be calculated to determine reasonable pumping rates which will be necessary. SVSolid is well-suited for performing a stress analysis of trench designs.
SVSLOPE® , SVSOLID™, SVFLUX™, SVSOILS™
Consolidation of soft soils under engineered earth structures can lead to slope instability and excessive deformations. Mine tailings from various types of mining operations are often deposited on the area surrounding the mine site in the form of a slurry. The solids settle out over time and a tailings pile may have a number of lifts corresponding to deposition over different time intervals. The rate of drain-down of the wet tailings pile is of interest for understanding the mine site hydrology and stability of the tailings pile.
SVFLUX™ & SVSOLID™can be coupled in order to perform small or large-strain consolidation settlement under earth structures or due to self-weight of materials. Numerical modeling of mine tailings can provide value in a number of specific areas:
1) Understanding the rate of discharge of contaminated water out of the tailings, and,
Problems are commonly encountered in numerical models of mine tailings due to the following reasons:
Spread footings are a common type of foundation utilized in structures. The design of the spread footing requires the analysis of bearing capacity and potential deformation prediction based on anticipated loads. Footings can be rectangular or circular and, if a group are installed, a 3D analysis may be required to determine the extent of the overlapping stress conditions.
SVSOLID™ is ideal for the analysis of spread footings and can analyze footings in a 2D or 3D environment. Groups of footings may be analyzed in 3D with many elasto-plastic or Cam-Clay constitutive models. SVFLUX™ can be utilized to determine the pore-water pressures under a foundation in order to perform an effective stress analysis. SVSLOPE® is ideal for calculating the potential slip surface and factor of safety for a particular loading scenario for a 2D or 3D analysis.
SVSOLID™, SVFLUX™, SVSLOPE®