Table 1 Material parameters used for simulations in this paper.

From: A unified constitutive model for pressure sensitive shear flow transitions in moderate dense granular materials

 

Yurakucho sand

Miho sand

Toyoura sand

General

Minimum void ratio emin

0.780

0.571

0.678

Maximum void ratio emax

1.268

0.938

0.992

Relative density Dr

30.6%

85.1%

87.5%

Average particle diameter d (mm)

0.240

0.161

0.196

Particle density \(\rho_{s}\) (kg/m3)

2700

2663

2640

Specific

Critical stress ratio \(M\)

2.01

2.267

1.82

Fitting parameter \(A_{0}\)

2400

1105

1600

Fitting parameter \( \gamma_{r1}\)

0.15%

0.20%

0.10%

Fitting parameter \(\gamma_{r2}\)

0.48%

0.51%

0.33%

Fitting parameter \(I_{0}\)

4 × 10−7

4 × 10−7

4 × 10−9

Fitting parameter \(\mu_{1}\)

1.428

1.235

1.068