Details

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
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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
buy

Screenshots

2D PlaxFlow - Level & Flow
2D PlaxFlow - Level & Flow
2D PlaxFlow
2D PlaxFlow
2D PlaxFlow - Pore Presures
2D PlaxFlow - Pore Presures
2D PlaxFlow - Saturation
2D PlaxFlow - Saturation

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

Plaxis bv | P.O. Box 572, 2600 AN Delft, The Netherlands | Tel: +31 (0)15 2517 720 Fax: +31 (0)15 2573 107 E-mail: info@plaxis.nl Privacy Policy | Terms and Conditions