GC | Bearing Capacity of Pile Foundations in Soil

D_p(m)

L_p (m)

GWT (m)

d_f (m)

γ_c(kN/m³)

FS_st

FS_ss

g (m/s²)

K_s

Pile Type

d_s (m)

F_st (kN)

F_ss (kN)

F_t (kN)

{{$index + 1}} -

Soil Type

Start (m)

End (m)

γ (kN/m3)

Cohesive

N_q

c_u

N_c

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{{$index + 1}} -

f_{s{{$index + 1}}} = K_s x σ'_{v{{$index + 1}}} x tan(δ_{{{$index + 1}}})

f_{s{{$index + 1}}} = {{ks}} x {{tabaka.ortaEffectiveStress | round:2}} x tan({{tabaka.phi*0.75 | round:2}}) = {{tabaka.fs | round:2}} kPa

f_{s{{$index + 1}}} = α_{{{$index + 1}}} x cu_{{{$index + 1}}}

f_{s{{$index + 1}}} = {{tabaka.alfa | round:2}} x {{tabaka.cu | round:2}} = {{tabaka.fs | round:2}} kPa

Q_{s{{$index + 1}}} = f_{s{{$index + 1}}} x A_{s{{$index + 1}}}

Q_{s{{$index + 1}}} = {{tabaka.fs | round:2}} x {{tabaka.yanalAlan | round:2}} = {{tabaka.qs | round:2}} kN

Q_p = N_{q{{$index + 1}}} x σ'_v x A_p

Q_p = {{tabaka.nq}} x {{tabaka.ucEffectiveStress | round:2}} x {{kazikUcAlani | round:2}} = {{tabaka.qp | round:2}} kN

Q_p = N_c x cu_{{{$index + 1}}} x A_p

Q_p = {{tabaka.nc | round:2}} x {{tabaka.cu | round:2}} x {{kazikUcAlani | round:2}} = {{tabaka.qp | round:2}} kN

Q_{em st} = ( Q_{s{{$index + 1}}} + Q_p - W_k ) / FS_st

Q_{em st} = ( {{tabaka.qs | round:2}} + {{qp | round:2}} - {{kazikAgirligi | round:2}} ) / {{guvenlikSayisiSt}}

Q_{em st} = {{qemst | round:0}} kN

Q_{em ss} = ( Q_{em st} x FS_st ) / FS_ss = {{qemss | round:0}} kN

n = {{grupEtkisi | round:3}} (Converse-Labarre method is used in group efficiency calculations.)

Q_{all st group} = Q_{all st} x n

Q_{all st group} = {{qemst | round:0}} x {{grupEtkisi | round:3}} = {{qemgrst | round:0}} kN

Q_{all ss group} = ( Q_{all st group} x FS_st ) / FS_ss = {{qemgrss | round:0}} kN

Q_{all tension} = ( Q_{s{{$index + 1}}} + W_p ) / FS_ss = {{qc | round:0}} kN