Strength Reduction Method for Stability Analysis of Local Discontinuous Rock Mass with Iterative Method of Partitioned Finite Element and Interface Boundary Element

Table 5

Mechanical parameters of wedge.

Blocks	Natural density	Shear strength		Elastic module	Poisson’s ratio
	kg/m^3	/kPa	/°	MPa
L-WSP	2000	50	20	50	0.3
R-WSP	2000	30	10	50	0.3
Bedrock/wedge	2600	1000	45	1000	0.15