Skip to content

numgeo

Release notes

Initializing search

Home
Installation
Benchmark
Tutorials
Reference
Graphical User Interface
Theory
Release notes

numgeo

Home
Installation
Installation
Benchmark
Benchmark
- General
  General
  - Cantilever beam
  - Boussinesq problem
- Two phase flow
  Two phase flow
  - Terzaghi
  - 1D Compression wave propagation
- Three phase flow
  Three phase flow
- Contact
  Contact
- Constitutive Models
  Constitutive Models
  - SANISAND
  - SANISAND-F
Tutorials
Tutorials
- Running numgeo from command line
- Visualization of results
- Element test simulations
  Element test simulations
- Flow of water in soil
  Flow of water in soil
  - Muskat problem
  - Transient seepage through dam
- Strip foundation
  Strip foundation
- Slope stability simulations
  Slope stability simulations
  - Stability of a dry, homogeneous slope
- 1D site response
  1D site response
  - Linear elastic
  - Sanisand-04
- User defined extensions
  User defined extensions
- Vibratory pile driving
- Offshore
  Offshore
  - Monopile under high-cyclic loading
  - Mono-Caisson under high-cyclic loading
Reference
Reference
- Model definition
  Model definition
- Material
  Material
  - Density
  - Mechanical constitutive model
    
    Mechanical constitutive model
    
    Linear Elasticity
    
    Barotropic Elasticity
    
    Hypoplasticity + IGS
    
    Matsuoka Nakai
    
    Mohr-Coulomb
    
    Hypoplasticity + ISA
    
    Sanisand
    
    Sanisand-2
    
    Sanisand-F
    
    Sanisand-MSf
    
    HCA-Sand
    
    MCC
    
    Modified-Cam-Clay
    
    AVISA
    
    Anisotropic visco-hypoplasticity (AVHP)
    
    Hypoplasticity Clay
    
    HCA-Clay
  - Hydraulic constitutive model
    
    Hydraulic constitutive model
    
    Van Genuchten
    
    Brooks & Corey
    
    Karlsruhe model
    
    Fredlund & Xing
    
    Exponential
  - Relative permeability model
    
    Relative permeability model
    
    Nguyen
    
    Brooks & Corey
    
    Van Genuchten
    
    Logistic Fit
    
    Fredlund & Xing
  - Bulk modulus
  - Permeability
  - Minimum pressure
  - Mechanical viscosity
  - Phantom elasticity
  - Damping
  - Hourglass stiffness
  - FPL stabilisation
  - Bishop effective stress
  - Cavitation
- Contacts
  Contacts
- Amplitude
- Initial conditions
  Initial conditions
- Step definition
  Step definition
  - Procedures
    Procedures
    
    Geostatic
    
    Static
    
    Transient
    
    Dynamic
    
    Explicit dynamic
    
    Reduction
  - Solver
  - Extrapolation
  - External loads
    
    External loads
    
    Distributed loads
    
    Distributed surface loads
    
    Cload
    
    Mass points
    
    Spring-damper element
    
    Reaction forces
  - Boundary
    Boundary
    
    Boundary
    
    UBoundary
  - Equation
  - Controls
  - Early termination
  - Restart
  - Line search
  - Reset
  - Non-local
  - Execute Command
  - Submodel
  - Read state
  - Output
    
    Output
    
    Output, field
    
    Output, print
- User files
  User files
Graphical User Interface
Graphical User Interface
Theory
Theory
- Overview
  Overview
- Solution method
  Solution method
- Contacts
  Contacts
  - Contact discretisation
  - Constitutive interface formulation
- External loads
  External loads
  - Drainage condition
  - Compliant base
- Elements
  Elements
  - Triangles
  - Quadrilaterals
Release notes
Release notes

Release notes

2024-12
2024-05
2024-03
2024-02
2023-08
2022-09

Cookie consent

We use cookies to recognize your repeated visits and preferences, as well as to measure the effectiveness of our documentation and whether users find what they're searching for. With your consent, you're helping us to make our documentation better.

Manage settings