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Order 2D PlaxFlow
Available licences (more information):| first | extra | |
|---|---|---|
| Flexible | € 3,600.00 | € 2,300.00 |
| Standalone | € 2,800.00 | € 1,800.00 |
| VIP (annual fee) | € 325.00 | € 225.00 |
2D 2011 Suite
(more information)| first | extra | |
|---|---|---|
| Flexible | € 11,700.00 | € 6,700.00 |
| Standalone | € 9,700.00 | € 5,700.00 |
| VIP (annual fee) | € 1,500.00 | € 850.00 |
2D PlaxFlow
Features
New and Improved in 2D 2011:
- Improved steps determination for transient flow calculations.
- Transient water head is applied automatically in closed boundaries.
Modelling:
- Time dependent boundary conditions (linear, harmonic and user defined)
- Various boundary conditions for flow (seepage, head, prescribed boundary flux, infiltration/precipitation, drains and wells)
- Various Soil Water Characteristic Curves (SWCC) (Mualem-Van Genuchten, approximate Van Genuchten and user defined)
- Various predefined data sets for SWCC based on different soil classification systems (standard, Hypres, USDA and Staring)
- Bishop stress and suction as state variables for unsaturated soil models
- Well-known Barcelona Basic Model
- User defined soils model for unsaturated soils
Calculations:
- Automatic time stepping for fully coupled flow-deformation and groundwater flow analyses
- Possibility to simulate mechanical behaviour of partially saturated soils in all existing types of calculations (plastic, Phi/C reduction, dynamics and consolidation analyses)
- Three different modes of calculations; Classical: similar to previous versions of PLAXIS, Advanced: Unsaturated soils, Flow: groundwater flow analyse
Results:
- Flow results in addition to displacements and stresses e.g.:
- Darcy’s velocities
- Suction
- Degree of saturation
- Relative permeability
- Groundwater head
Applications:
- Simulations of unsaturated soil behaviour
- Earth and rockfill dams (time dependent problems)
- Staged construction in time
- Analysis of rapid drawdown situations
- Slope stability analysis (landslides, effect of environment (rain, flooding etc.) on slope stability)
- Soils with collapse risks (compacted soils)
- Drainage systems



