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Integrated Mini-CAD system for additional annotation of graphics. Adopted standard, program name and version can be included in the. Variable visualisation of safety factors, e.g. as colour-filled contours. Analysis with fibre cohesion for wastes dissimilar to soil (Kölsch method). Determination of the maximal nail forces. EC 2 via interface to the GGU-SLAB program. Bending design of the concrete shell to. Verification of bearing capacity failure safety to DIN 4017. Verification of sliding and overturning safety for nail wall. Geosynthetics can be defined using company products. Automatic generation of nail grids or manual input. Nailing consisting of geosynthetics (reinforced soil wall) or tension members (modelling of anchors and soil nails). Import of a pore water pressure mesh created in the GGU-2D-SSFLOW program (groundwater flow modelling). Consideration of pore water pressures from a pore water pressure line or mesh. Consideration of horizontal and vertical seismic acceleration. Active and passive earth pressure calculation after Culmann is possible. Soil properties can be selected from an expandable database of common soils. Import of surface points, pore water pressure points and soil layers from tables (e.g. Graphics oriented and tabular input/editing of system geometry and system data. Stabilisation columns after Neidhart/Gömmel. Consideration of vibrodisplacement compaction after Priebe. Choice of analysis using either partial safety factors to DIN 1054:2010, EC 7, Austrian Standard ÖNORM EN 1997-1 or global safety factors (DIN 1054 old). Analysis after Bishop, Janbu, using the general wedge or vertical slice method. Slope and general stability to DIN 4084 and EC7.
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