Hi all, Does anyone know the reason why the inclination angle of the soil nail with horizontal 10 to 20 degrees is effective and if we increase the angle, strength is not effective and tension changes into compression? Thanks.

Hi all, This is not regarding Plaxis software. This is for the Geo-technical design people in this community. I need to learn the soil nailing design from the basics (before modeling that in any software). Can anyone suggest some good sources to learn…

Good morning. I have seen some people model a soil nailing problem using embedded beam with pile behavior and others with rock bolt behavior. In which cases should a soil nailing problem be modeled considering a pile behavior for embedded beams?

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…