Hello all,
I want to calculate how much tension is being mobilised in each nail in a reinforced slope system. Can someone point me to a reference? or tell me how I can do this? btw I am using limit equilibrium analysis, more precisely method of slices (No FEA)
Lovi
Martin,
If you're using 8.3 and 8.4 to calculate the bond length of then nail, then you want to factor the pullout strengh up. This will result in longer, safer nails.
Also, use design parameters!
Lovi
Would you design a soil nail system with such a layout( refer to attachment)? if not, why?
equilibrium analyses show its stable. but what happens to all the soil below the nails?
Thank you BigH.
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