... resistance of the pile, is 1 0- 111Figure 10. 7.3.8.6g-1 – Pile End-Bearing ComputationProcedure after Nottingham and Schmertmann (1975) 1 0- 94taken as:Rndr= RSdd+ Rn (KIPS) (C10.7.3. 7-2 )where:Rndr= ... Design of Piles and Drilled Shafts Under Lateral Load(Reese, 1984) and Static Testing of Deep Foundations (Kyfor, et al., 1992) should be used. 1 0- 87 Table 10. 7.2. 4-1 – Pile P-Multipliers, Pm, ... criteria.C10.7.1.5The driven pile design process is discussed indetail in Hannigan et al. (2005). 1 0- 100sstatpstatnRRRRR (10. 7.3.8.6a-2)in which:pppAqR (10. 7.3.8.6a-3)sssAqR (10. 7.3.8.6a-4)where:stat=...