Stability Analysis of Axisymmetric Concave Slopes Based on Two-Dimensional Limit Equilibrium Approach considering Additional Shear Resistance

Table 1

Geometry and material parameters of the concave slope [19].

Material parameters				Geometry parameters
E (MPa)	υ	c (kPa)	φ (°)	25 kN/m^3	tan(βc)	H (m)	Rc (m)
257	0.29	38	45	2500	2 : 1	25	12