Analysis of Horizontal Dynamic Response of a Single Pile in Layered Foundations Based on the Timoshenko–Pasternak Model

Table 2

Characteristic parameters of soil ground.

Layer number	Layer thickness	Modulus of elasticity	Density	Shear wave velocity	Poisson's ratio	Damping ratio
1	2.5	27.2	1950	85	0.3	0.066
2	5.7	42.5	1850	105	0.25	0.084
3	4.0	60.3	1850	142	0.35	0.177
4	2.6	38.6	2000	100	0.3	0.105
5	3.3	79.4	1900	150	0.3	0.167
6	6.3	134.0	1900	184	0.25	0.184
7	7.0	119.0	2000	169	0.25	0.101
8	6.2	88.4	2000	115	0.25	0.194
9	2.1	133.3	2050	180	0.25	0.214
Bedrock	-	-	2300	1500	-	0.001