D_r / B_r = ({{soket_boyu | round:2}}) / ({{soket_capi | round:2}}) = {{drOverBr | round:1}}

E_c / E_m = ({{ec | round:0}}) / ({{em | round:0}}) = {{ecOverEm | round:1}}



ρ_s = Q[(I_ps)/(B_rE_m) + (D_r)/(AE_c)] → (AASHTO,2002 - 4.6.5.5.2-1)

ρ_s = {{Q | round:2}}[({{ips | round:1}})/({{soket_capi | round:2}}x{{em | round:0}}) + {{soket_boyu | round:2}}/({{kazikUcAlani | round:2}}x{{ec | round:0}})]

ρ_s = {{oturma_M | round:5}} m

ρ_s = {{oturma_MM | round:2}} mm

Q: Total Axial Compression Load Applied to Shaft Butt

D_r: Socket Length

B_r: Socket Diameter

E_c: Elastic Modulus of Concrete Shaft or Reinforced Shaft

E_m: Elastic Modulus of Rock Mass

I_ps: Displacement Influence Factor for Rock-Socketed Shafts Loaded in Compression

A: Socket Area