Reinforced earth with geosynthetics acc. to Eurocode 7 (DIN EN 1997-1 with DIN 1054:2010, OENORM B 1997-1-1, NF EN 1997-1, BS EN 1997-1, UNI EN 1997-1 with NTC 2008 and free settings) / DIN 1054:2005 / SIA 267 / EBGEO 2010
- Support of all the 3 Design Approaches acc. to Eurocode 7
- adjustable for any country
- Analysis of the required geosynthetics lengths
- Proof of the internal stability:
Block sliding method (KEM)
- Proof of the external stability:
Safety against overturning
Safety against sliding
Bearing capacity analysis
Slope stability analysis
- Proof of the turn-over length
- Proof of the earth pressure on the external skin
- Different wall constructions
- Predefined geosynthetic types with reduction factors
- Parameter list free extendable
- Automatic-function for the definition of geosynthetics layers
- Different load cases
- Arbitrary layer course: earth pressure acc. to Culmann
- Optionally extensive or short output
- Language selection: English, German, French
- RTF Export of the results
- EBGEO 2010 with dynamic loads
- English, German, French, Romanian language
