qesustion
A pile of 0.5m diameter of length 10m is embedded in deposit of clay. The in- drained strength parameters of clay are cohesion =60KN/m2 and angle of internal friction =0. The skin friction capacity (kN) of pile for an adhesion factor of 0.6, is _?
1. 671
2. 565
3. 283
4. 106
#foundationengineering
#soil
#pilefoundation
1. 671
2. 565
3. 283
4. 106
#foundationengineering
#soil
#pilefoundation
๐๐พ๐๐พ๐๐ ๐๐ฆ๐ฅ๐๐ ๐ ๐๐ ๐ฃ ๐ฅ๐๐๐ค ๐ข๐ฆ๐๐ค๐ฅ๐๐ ๐ ๐๐พ
Given
➪ Cohesion (C) = 60KN/M²
➪ Diameter of the pile(D) = 0.5 meters
➪ angle of internal friction( ฮฆ) = 0
➪ Length of the pile(L) = 10 meters
➪ Adhesion factor (ฮฑ) = 0.6
Required
Skin friction capacity of pile (q๐๐ )=?
Solution
✔︎ Q๐๐ = ฯ x C X D x L x ฮฑ
๐๐ฟ ฯ=3.14
Q๐๐ = 3.14 x 0.6 x 10 x 0.5 x 60
Q๐๐ = 565.2 KN