Vertical Bearing Capacity of Driven Pile

The pile bearing capacity of single driven pile in layered subsoil is given by:

where:	A_s	-	pile base area
	q₀	-	pile base bearing capacity according to table Q.1
	γ_f1, γ_f3	-	coefficients of pile material (chapter 6.6.1.2.1, table 9)
	γ_f2, γ_f4	-	coefficients of load type (chapter 6.6.1.2.1, table 10)
	d_i	-	pile diameter in layer
	h_i	-	layer thickness
	q_si	-	shaft resistance according to table Q.2

Note: Both tables for determining of base resistance q₀ and shaft resistance q_s are implemented in the program.

Literature:

CSN 73 1004 (July 2020)

GEO5