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What's New
The following is a listing of major feature additions which have been made in the latest Maintenance + release of RS2.
For a list of changes and bug fixes since the initial release of, RS2 see the RS2 Update History page.
Version 11.013
- Axisymmetric Analysis documentation
- Automatic Ponded Load for free surface
- Warning for no restraint in solids; in fluid upon opening computed model
Version 11.012
- Interval time frequency
- Query points on joint intersection
- Time query line: plot raw data
- Improve Stress Path option
Version 11.011
- Use Legacy Automatic Liner Removal
- New Piled Raft Foundation tutorial
- Pile modelling using new pile elements
- Additional SSR option for Hoek Brown Material
Version 11.010
- Degree of Saturation added to User Data options
Version 11.008
- Extended Finite Element Method (XFEM)
- Add a separate suction cut off for unsaturated strength
- New options addded for Seepage Face Condition
- New Tutorial: Applications of Joint Networks (with XFEM)
- New Tutorial: Conversion to XFEM
Version 11.006
- Stress plotting for Dynamic Time Query has been split into Total Stress and Effective Stress
- Option added to apply Constant Ground Water Boundary Conditions
- Option added to apply Constant Restraint
- New Dynamic Theory Manual
Version 11.005
- Wavin added to library of Geosynthetic support products
Version 11.004
- User can assign anisotropic surface for anisotropic permeability
- Restrain excess pore pressure from undrained material option
- Assign Boundary Condition to selected side of Joint
- Additional pressure in joint can be assigned by selecting piezometric line
Version 11.003
- Strain Softening for Joints
Version 11.002
- Dynamic Data Analysis tutorial
- Comprehensive convergence check
- Dynamic boundary condition: Hydromass / nodal mass
- New dynamic verification models (FLAC, Hysteretic damping model,etc)
- Relief Well
- Properties table setting
- Batch printing
- New Dynamic Boundary Conditions (Hydro Mass, Nodal Mass)
- Report Generator
- Improve Joint Convergence
- Finn-Martin Model