314
BEHAVIOR OF PILES SUPPORTING OFFSHORE STRUCTURES
below a depth of 140 in., and the p-y curves were computed from the soil properties that existed at each depth. Computations were made for values of Pt in
incréments of 20 kips up to a value of 160 kips.
Figure 11.18 Bending moment versus depth for two methods of solution.
BEHAVIOR OF PILES SUPPORTING OFFSHORE STRUCTURES
below a depth of 140 in., and the p-y curves were computed from the soil properties that existed at each depth. Computations were made for values of Pt in
incréments of 20 kips up to a value of 160 kips.
Figure 11.18 Bending moment versus depth for two methods of solution.