Can you check the calculation sheet for the reinforced soil wall JM2 on väg 607 at Hassellund before it goes into the construction documents? It's an Excel sheet with sliding, bearing capacity, eccentricity and the geogrid checks. Go through it against TRVINFRA-00230, the PM Geoteknik and the section drawing, and tell me if anything doesn't add up.
Thinking…
Sliding and bearing capacity fail with design shear strength. The geogrid checks still pass, the top layer with little margin.
Reinforced soil wall check, väg 607 Hassellund