Hi,
I am doing Plane strain 2D simulation of GRPS embankment in ABAQUS, i encountered a problem that results of with geogrid and without geogrid both are showing same deflection. the interface soil-geogrid interaction is done by node to surface discretization with small sliding and constraint id done by embedded. Also, pile interaction property is given by self contact. I prepared just half model and applied axisymmetric. Could you please give me some ideas asap that can effectively useful to solve this issues………Thank You.
Problem in GRPS embankment simulation In ABAQUS
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