Table 2. Values of horizontal force H... | Emerald Publishing

Table 2.

Values of horizontal force H^(3D) determined from the 3D finite-element baseline analyses at the reference pile ground-level displacement v_G = D/10 000 (for H^(3D)_sd) and v_G = D/10 (for H^(3D)_ult)

Pile	Reference homogeneous soil model	H^(3D)_sd: kN	H^(3D)_ult: kN
C1	Bothkennar clay	211·3	3747·5
	Cowden till	761·5	12 916·5
	Dunkirk sand, D_R = 45%	500·7	14 065·1
	Dunkirk sand, D_R = 90%	604·4	30 587·1
D2	Bothkennar clay	164·8	7654·0
	Cowden till	407·3	21 851·9
	Dunkirk sand, D_R = 45%	301·1	27 712·8
	Dunkirk sand, D_R = 90%	344·4	56 165·1
D2t	Bothkennar clay	196·7	7799·2
	Cowden till	505·6	22 071·8
	Dunkirk sand, D_R = 45%	369·9	28 237·5
	Dunkirk sand, D_R = 90%	425·1	58 756·4

Pile	Reference homogeneous soil model	H_sd^(3D): kN	H_ult^(3D): kN
C1	Bothkennar clay	211·3	3747·5
	Cowden till	761·5	12 916·5
	Dunkirk sand, D_R = 45%	500·7	14 065·1
	Dunkirk sand, D_R = 90%	604·4	30 587·1
D2	Bothkennar clay	164·8	7654·0
	Cowden till	407·3	21 851·9
	Dunkirk sand, D_R = 45%	301·1	27 712·8
	Dunkirk sand, D_R = 90%	344·4	56 165·1
D2t	Bothkennar clay	196·7	7799·2
	Cowden till	505·6	22 071·8
	Dunkirk sand, D_R = 45%	369·9	28 237·5
	Dunkirk sand, D_R = 90%	425·1	58 756·4