Analysis and design of
cantilever walls using global and partial
safety factor concepts. Among other things,
the program simplifies optimisation of spur
width and reinforced concrete design.
- System input using absolute heights
- Berms on the active and passive sides
- Bounded and double-bounded surcharges on active and passive sides
- Analysis using active earth pressure, at-rest earth pressure or increased active earth pressure
- Active earth pressure coefficients to DIN 4085 or user-defined values
- Passive earth pressure coefficients to DIN 4085 (new), Streck, Caquot/Kerisel, DIN 4085 (old) or user-defined values
- Choice of hydraulic gradient consideration on active and the passive sides
- Analysis of overall system stability (sliding, overturning, bearing capacity)
- Analysis of hydraulic heave safety and buoyancy safety
- Examines bearing capacity 5° condition to DIN 4017
- Settlement analysis to DIN 4019
- Limiting depth analysis using p % of overburden stress, a multiple of footing width b' or a fixed value
- Consideration of anchors and struts
- Deep-seated stability analysis with optimisation of anchor lengths
- Reinforced concrete design to DIN 1045
- Crack width analysis to DIN 1045
- Anchor steel design
- Input of action and displacement boundary conditions and much more
- Choice of earth pressure redistributions (among others to EAB 1988 or EAB 2006)
- Choice of result visualisations, among others for earth pressure on equivalent wall, water pressure, moments, shear force, normal force, displacement, soil pressure, settlements
- Consideration of pre-stresses and pre-deformations
- Consideration of seismic loads
- Interface to the GGU-STABILITY program (slope failure analyses)
- User-designed output sheet
- Copy screen sections, e.g. for transfer to a word processor Mini-CAD system for additional annotation of graphics
System requirementsGGU-Software runs on PCs with the following specifications:
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