Dynamic Response Analysis of Pile Group Foundation of Super-Giant Sewage Treatment Structure on Hydraulic Fill Foundation

Table 1

Value of formation physical and mechanical parameters.

Layer	Soil name	Calculation parameters
		Thickness of layer (m)	Density	Cohesion	Friction angle
			ρ (g/cm^3)	c (kPa)	Φ (°)
1	High liquid limit clay	2.80	18.65	1.90	17.25
2	Medium-high liquid limit clay	2.50	19.86	9.50	25.08
3	Fine sand (medium dense)	4.60	20.25	2.12	19.62
4	Medium-high liquid limit clay	4.85	20.55	9.84	26.85
5	Fine sand (medium dense)	10.80	21.84	1.22	20.87
6	Fine sand (very dense)	14.70	22.45	13.40	18.32