Thank you for the information. The loading is H-20 loading so did not think it would be a big issue. Do you guys know of any equations to show this not effecting the concrete? Only thing we have done in the past is to monitor the slab during operations to check any movememnt.
I am trying to figure out how to calculate if a concrete slab will be safe if I perform a horizontal directional drill beneath it. What calculations can I do to prove that it is safe? I was thinking of proving that the slab is strong enough to span over the 12" bore hole I will do 10' below the...
