UniSettle 4.0

A software application specifically developed to assist engineers in performing stress and settlement calculations involving complex load combinations and site conditions.  

Features and Advantages:

  • Developed for Microsoft Windows 7 (32 and 64-bit), it is also compatible with Windows Vista and Windows XP SP3.
  • UniSettle 4.0 is server side compatible and can be run within the limited privileges of Microsoft Windows standard user accounts.
  • All input and results may be entered and converted to Customary US or SI units on the fly.
  • Stress distribution is calculated according to Boussinesq, Westergaard, or 2:1 methods and combines the effects of loading and unloading.
  • Loads can be subjected to uniform or non-uniform stress distribution. Stresses can be from a combination of point, line, circular, triangular, rectangular, polygon, or embankment type loads.
  • A time period applicable to individual load, excavation, and pore pressure profile is specified. This allows for the modeling of real site conditions over time.
  • Settlement is determined using conventional Cc-e0 approach, E-modulus, or Janbu tangent modulus method. Multi-layered soil profile can be entered including pore water gradients.
  • Calculates immediate, consolidation and secondary settlement.
  • Settlement vs time is calculated using Terzaghi one-dimensional consolidation theory and/or vertical drains.
  • Calculation of stresses and settlements may be performed at multiple mesh points simultaneously.
  • The soil layers can be preconsolidated as expressed by either a constant or an OCR-value. Preconsolidation can vary within a soil layer.
  • All results are presented in tabular and graphical form. These can be exported to Excel format or Tab-delimited text format for further manipulation and reporting.
  • UniSettle 4.0 is distributed with a context sensitive help file, a user manual, and a manual that includes 8 comprehensive examples.

Please visit our Downloads section to access our brochures, user manuals, and demo version of all our products.

Project Data Tree
Project Data Tree
Soil Data Input
Soil Data Input
Load and Excavation Input
Load and Excavation Input
Site Plan
Site Plan
Effective Stresses Results
Effective Stresses Results
Total Settlements Results
Total Settlements Results
Layers Compression Results
Layers Compression Results
Compression vs Time
Compression vs Time