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

Table 3

Working conditions with scour depth at 0.15d.

Working conditions		Sd		θ
Variation of scour width	WS1	0.15d	0.2B	30°
	WS2	0.15d	B	30°
	WS3	0.15d	5B	30°
	WS4	0.15d	10B	30°
Variation of scour slope angle	AS1	0.15d	0.2B	1°
	AS2	0.15d	0.2B	5°
	AS3	0.15d	0.2B	10°
	AS4	0.15d	0.2B	30°