Analysis of reinforced soil 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
- with earthquake analysis acc. to Eurocode 8-5 and SIA 267
- 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
- with graphics elements to draw and label in the result graphics
- import of DXF graphics as a background
- RTF Export of the results
- EBGEO 2010 with dynamic loads
- English, German, French, Romanian, Russian language
Check also: DC-Geotex / DC-Gabion datasheet
Webinar: Analysis of Reinforced Earth with Geosynthetics and Gabions