Consider a 500 mm diameter pile having a length of 18 m in a clay. Given: gamma = 20.0 kN/m3 and cu=60 kN/m2.
a. Determine the maximum allowable load (Qall) with FS= 3. Use the a method and Table 12.11 for deter-mining the skin friction and Eq. (12.20) for determining the point load. Allow a factor of safety of 3.
b. What percentage of the ultimate load is being carried by the pile shaft? Is it a friction pile?
Consider a 500 mm diameter pile having a length of 18 m in a clay. Given: gamma = 20.0 kN/m3 and ...
C5 A concrete pile 450 mm in diameter and 15 m long is driven into a clay. The undrained strength of the soil varies linearly with depth such that cu-0.22 Ơ'z Determine the allowable pile load capacity. The factor of safety required is 2 and Vsat- 17 kN/m3. Groundwater is at the surface.