I normally design resin anchors using ETAG guidance since we are not allowed to specify a particular manufacturer to the contractor.
I am working on a bridge deck and i need to resist some forces from a barrier. I am doing this using resin anchor rebar. I have gone through all the checks...
In analysing strip foundation for high containment barriers. I visualise it as; when i place a long log on the floor it is easier to move it by pushing at one than to push it in the middle. So in my design i model the strip foundation as a line beam attached to the soil springs every metre (EC...
A foundation has been designed for a very high containment barrier on the depature of a bridge. Because the size of foundation is too small to resist sliding, a shear key has been provided. The question is, since the foundation is on the edge of the embankment and the only soil retained by the...
