GGU-GABION

Capabilities

• System input using absolute heights
• Choice of analysis using either partial safety factors to DIN 1054:2005 or EC 7 or global safety factor (DIN 1054 old)
• Consideration of active and passive berms
• Consideration of active and passive bounded and double-bounded surcharges
• Consideration of horizontal area loads
• Triangular load from stepped loads
• Analysis using active earth pressure, at-rest ea th pressure and increased active earth pressure
• Active earth pressure coefficients to DIN 4085 or user-defined values

• Passive earth pressure coefficients to DIN 4085:2011, Streck, Caquot/Kerisel or user-defined values
• Verifiction of sliding safety, overturning safety and maximum geogrid forces
• Choice of analysis of bearing capacity using Danish standard depth coefficient
• Automatic design of any geogrids present using two-part wedge failure mechanisms
• "5% condition" test and correction through iterative reduction of shear friction angles that are above the current mean

• Calculation of settlements
• Limiting depth analysis using x % of overburden stress, a multiple of the foundation width or as a fixed value
• Determination of external and internal element stability
• Seismic effects via additional horizontal loads and/or altered earth pressure coefficients to EC 8 or EAU 1992