Dear All I am running a Plaxis 3D safety analysis for a shallow foundation with skirts for a subsea structure. I have the follow query and really appreciate if anybody can help In Plaxis, the safety analysis can only start after a successful plastic…

Hello, My project is about construction of an embankment on subgrade reinforced by stone columns covered with geosynthetic...so i need to know what's the phases of calculation required...is it the same of the stone columns without geosynthetic? Or should…

Hi, Can someone help me with finding the difference between modelling geotextile and geogrid in PLAXIS 3D. Both are having the same axial stiffness.