Settlement analysis of triangular and rectangular foundations including mutual influence of neighbouring foundations.
- Generation of footing foundations, circular foundations and annular foundations
- Consideration of vibrodisplacement compaction after Priebe
- Settlement analysis at any point inside or outside of the foundation
- Settlement analysis at any depth
- Settlement analysis at any layer base
- Settlement analysis of individual layers
- Consideration of kappa correction coefficients (DIN 4019)
- Excavation unloading can be taken into account.
- With a given excavation unloading, the resulting load re-application can be taken into account with a constrained modulus for load re-application
- Limiting depth analysis using p % of overburden stress, a multiple of foundation width or a fixed value
- Graphics oriented input of system geometry
- Soil properties can be selected from an expandable database of common soils Automatic computation of Young's modulus from Es and nu
- Settlement presentation in plan or in any vertical sections as normal, colour-filed or 3D contours
- Subgrade reaction presentation as normal, colour-filed or 3D contours
- Analysis and presentation of settlement depression section
- Analysis and presentation of stress distribution (also as contours = stress bulb)
- Differential settlement presentation as contour lines
- Presentation of analysis results as tables
- Automatic display of section course in a legend
- Soil properties and general information on your analysis data displayed in legends
- User-defined design of output sheet Print or copy screen sections, e.g. for transfer to a word processor
- Integrated Mini-CAD system for additional annotation of graphic
Current updates & changes
- Product management
- Product management
- Bugfix Rectangular foundations: Settlements in a stratum cannot be greater than the stratum thickness.
- Absolute heights implemented.
- Rectangular foundations: Settlements in a stratum cannot be greater than the stratum thickness.
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