I am trying to model a soil nail reinforced cut slope according to the steps in this tutorial. https://communities.bentley.com/products/geotech-analysis/w/wiki/62705/slope-stability-for-road-construction-project-using-fem-and-lem-plaxis-and-geostudio
However I am having troubles meshing the model as there is something wrong with the embedded beams being modelled as grout body. The tutorial does not mention any other steps.
I had a look at the tie back wall tutorial and it shows to model grout body after node to node anchor. I'm wondering how is this different to soil nail modelling?
Is it possible to have an update on the slope stability for road construction project tutorial to address this problem? Thank you