Particle Swarm Optimization Algorithm Coupled with Finite Element Limit Equilibrium Method for Geotechnical Practices

Table 2

Parameters of soil material.

Soil	c/kPa	𝜙/(°)	𝛾/(kN/m^3)	E/(kPa)	𝜇	𝐾0
1	0	38	19.5	10000	0.25	0.65
2	5.3	23	19.5	10000	0.25	0.65
3	7.2	20	19.5	10000	0.25	0.65