Table 2 Comparison of the different optimal technology.

From: Determination of stiffness and strength parameters for the hardening soil model based on the simplicial homology global optimization and triaxial compressive test

 

c (kPa)

ϕ (°)

Rf

E50ref (kPa)

m

L-BFGS-B

29.22

40.15

1.63

10,000.25

0.80

Nelder-mead

0.00

0.00

0.00

49,691.64

1.74

BFGS

29.22

40.15

1.63

10,001.37

0.80

Simulation Annealing

29.22

40.15

1.63

10,001.37

0.80

Differential evolution

9.40

15.19

0.32

45,832.30

0.80