Analysis of Lateral Dynamic Response of Caisson Foundation in Layered Clayey Soils considering Scour-Hole Dimensions

Table 2

Working conditions of scouring.

Working conditions		Sd		θ
Variation of scour width	W1	0.3d	0.2B	30°
	W2	0.3d	B	30°
	W3	0.3d	5B	30°
	W4	0.3d	10B	30°
Variation of scour slope angle	A1	0.3d	0.2B	1°
	A2	0.3d	0.2B	5°
	A3	0.3d	0.2B	10°
	A4	0.3d	0.2B	30°
Variation of scour depth	S1	0.15d	0.2B	30°
	S2	0.3d	0.2B	30°
	S3	0.45d	0.2B	30°