See "3. Theoretical Point-Bearing Capacity" in Chapter 38 of CERM equation 38.10 Qp = 9*Ap*c for cohesive soils (aka clays), for "driven piles of virtually all conventional dimensions" Nc=9
See "3. Theoretical Point-Bearing Capacity" in Chapter 38 of CERM equation 38.10 Qp = 9*Ap*c for cohesive soils (aka clays), for "driven piles of virtually all conventional dimensions" Nc=9