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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…

I have a problem with "Plaxis 3D output V20" Line Cross Section results as you can see in the picture attached, the Maximum effective stress differs from either table or graph, and there is a huge gap between them. I'm so confused right now and I…