On the Location of Multiple Failure Slip Surfaces in Slope Stability Problems Using the Meshless SPH Algorithm

Table 1

Summary of model parameters in FEM, FDM, and LEM.

Method	(kN/m^3)	C(kPa)	(degree)	E (kPa)	μ	(degree)
LEM	20	5	30	NA	NA	NA
FEM	20	5	30	100000	0.3	0
FDM	20	5	30	100000	0.3	0

Note. γ = unit weight, c = cohesion, φ = internal friction angle, E = elastic modulus, μ = Poisson ratio, δ = dilation angle, and NA = not applicable.