Seismic Response Characteristics of Stabilizing Pile Based on Elastic-Plastic Analysis

Table 1

The calculation parameters of stabilizing piles.

Materials	Elastic modulus [MPa]	Poisson ratio	Cohesion [kPa]	Internal friction angle [°]	Yield strength [MPa]	Density [kg/m^3]
Sliding mass	50	0.3	15	28	—	1900
Bedrock		0.25	35	30	—	2500
stabilizing pile 1 (C20)		0.2	—	—	13.4	2400
stabilizing pile 2 (C25)		0.2	—	—	16.7	2400
stabilizing pile 3 (C30)		0.2	—	—	20.1	2400