1. If an undrained sloped stability evaluation indicates acceptable safety factors for full loading, would measurement of pore pressures beneath an embankment over soft clay
be necessary (from a theoretical perspective) to avoid high PWP buildup leading to a failure?
2. What is a good reference for determining acceptable pore pressures during staged embankment construction over a soft clay; so as to compare with piezometer data?
be necessary (from a theoretical perspective) to avoid high PWP buildup leading to a failure?
2. What is a good reference for determining acceptable pore pressures during staged embankment construction over a soft clay; so as to compare with piezometer data?