Table 5: Calculated Q_n for different pile diameters.

D (m)	Hs/D	CP(max) (%)		k (kPa)		qn (kPa) for ISRF = 0.9		Qn (kN) for ISRF = 0.6
		h = 5 m	h = 7 m	h = 5 m	h = 7 m	h = 5 m	h = 7 m	h = 5 m	h = 7 m
0.3	20	6.9	5.3	5.8	7.9	39.8	41.9	253	278
0.45	13.3	7.6	6.2	4.4	5.9	33.5	36.4	342	389
0.6	10	8.2	6.8	3.7	4.9	29.7	33.6	424	503
0.8	7.5	8.8	7.6	3.2	4.2	25.5	31.7	509	661
1	6	9.3	8.2	2.9	3.7	23.1	29.9	595	807