层底
接触面积桩侧摩 P f
桩端承R pk
深度U ×L 阻力f i Pf=U ×L ×f i
阻力P q fp×Ap= (m)
(m 2)(kPa)(kN)(kPa)
(kN)
1-1 1.70.2015 3.001-2 3.3 1.601524.003 6.6 3.301549.50419.913.3025332.50525.5 3.60
40144.00
80050.00
627.77020007
30
80
4000
合计桩侧面积22.00R sk =553.00R pk =50.00ρp=
0.08
r s =#NAME?
r p =
#NAME?打印日期:2013-3-28
审核人:
单桩竖向承载力计算表
层次
计算人: