CFI's Driven Pile Academy: Hosted by the PDCA

Theoretical curve based on design setup values P3-17 P3-1

600

Required EOID Resistance vs. Pile Toe Elevation Target factored capacity is 555 kips. Plot assumes following resistance factors: EOID: φ =0.8 Set-Up: φ =0.6

580

560

540

520

500

480

460

440

PILE TOE ELEVATION, FT

420

0 100 200 300 400 500 600 700

RESISTANCE, KIPS