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

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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] а. 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] а. 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] а. 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] а. 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] а. 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] а. 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] а. 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] а. 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] а. 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] а. 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] а. 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] а. b. A method C. B method Use o'R = 20° for all clays, which are normally consolidated. %3D