Interference Effect of Closely Spaced Foundation Footing on Settlement Variation

Table 3

Bearing capacity and settlements of footing for asymmetrical footing and asymmetrical loading.

S/BL	Bearing pressure @75 mm				δ (mm)
	D/BL = 0.0		D/BL = 0.0		D/BL = 0.0		D/BL = 0.0
	α = 1.5, β/α = 2		α = 2, β/α = 1.5		α = 1.5, β/α = 2		α = 2, β/α = 1.5
	Left	Right	Left	Right	Left	Right	Left	Right
0.5	157.10	143.49	159.22	134.67	26.67	32.00	45.71	37.95
1.5	167.69	168.43	179.63	201.23	25.71	31.00	28.67	36.97
2.5	178.56	181.77	180.50	206.63	20.95	30.60	23.81	36.61
3.5	184.11	190.40	182.62	211.98	20.00	30.00	20.00	36.00
5.0	185.56	195.65	185.20	212.90	20.00	30.00	20.00	36.00
5.5	185.52	195.200	185.15	212.65	20.00	30.00	20.00	36.00