A concrete pile 16 in. x 16 in. in cross section is shown in Figure P9.10.
 
 
 
 

Reference: 2

 

Reference: 3

 

A concrete pile 16 in. x 16 in. in cross section is shown in Figure P9.10. Calculate the ultimate skin friction resistance by using the a method [use Eq. (9.59) and Table 9.10] . b. A method C. B method Use o'R = 20 for all clays, which are normally consolidated. %3D A concrete pile 16 in. x 16 in. in cross section is shown in Figure P9.10. Calculate the ultimate skin friction resistance by using the a method [use Eq. (9.59) and Table 9.10] . b. A method C. B method Use o'R = 20 for all clays, which are normally consolidated. %3D A concrete pile 16 in. x 16 in. in cross section is shown in Figure P9.10. Calculate the ultimate skin friction resistance by using the a method [use Eq. (9.59) and Table 9.10] . b. A method C. B method Use o'R = 20 for all clays, which are normally consolidated. %3D A concrete pile 16 in. x 16 in. in cross section is shown in Figure P9.10. Calculate the ultimate skin friction resistance by using the a method [use Eq. (9.59) and Table 9.10] . b. A method C. B method Use o'R = 20 for all clays, which are normally consolidated. %3D A concrete pile 16 in. x 16 in. in cross section is shown in Figure P9.10. Calculate the ultimate skin friction resistance by using the a method [use Eq. (9.59) and Table 9.10] . b. A method C. B method Use o'R = 20 for all clays, which are normally consolidated. %3D A concrete pile 16 in. x 16 in. in cross section is shown in Figure P9.10. Calculate the ultimate skin friction resistance by using the a method [use Eq. (9.59) and Table 9.10] . b. A method C. B method Use o'R = 20 for all clays, which are normally consolidated. %3D