. 11.10 A concrete pile 16i n angle*16 in. in cross section is shown in Figure P11.10. Calcu late the ultimate skin friction resistance by using the a. a methodist b. A method c. ẞ method med phi_{R}' = 20 deg for all clays, which are normally consolidated.
. 11.10 A concrete pile 16i n angle*16 in. in cross section is shown in Figure P11.10. Calcu late the ultimate skin friction resistance by using the a. a methodist b. A method c. ẞ method med phi_{R}' = 20 deg for all clays, which are normally consolidated.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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.
11.10 A concrete pile 16i n angle*16 in. in cross section is shown in Figure P11.10. Calcu late the ultimate skin friction resistance by using the
a. a methodist
b. A method
c. ẞ method med
phi_{R}' = 20 deg for all clays, which are normally consolidated.
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