Figure 1
The relationships between stress ratio, volume deformations and shear strain: (a) – εq ; (b) sυ – εq (adopted from Indraratna et al., 2015).
Figure 2
The relationships η-Dp for crushed latite basalt.
Figure 3
The relationships between stress ratio, volume deformations and shear strain: (a) – εq ; (b) ευ – εq (adopted from Salim and Indraratna, 2004).
Figure 4
The relationships η-Dp for crushed latite basalt.
Figure 5
Transformation line for triaxial compression of crushed latite basalt.
Table 1
The values of α and β for triaxial compression of crushed latite basalt.
| Parameters | Indraratna et al. (2015) | Salim and Indraratna (2004) | ||||||
|---|---|---|---|---|---|---|---|---|
| α and β | Confining pressure σc (kPa) | |||||||
| 30 | 60 | 180 | 360 | 50 | 100 | 200 | 300 | |
| αbt | 2.50 | –3.60 | –3.30 | –7.70 | 5.00 | –3.00 | –4.00 | –7.00 |
| βbt | –25.0 | 18.00 | 10.00 | 13.00 | –19.00 | 15.00 | 13.00 | 12.00 |
| αbt | –0.35 | 0.55 | 1.10 | 2.00 | –0.20 | 0.65 | 0.90 | 0.95 |
| βbt | 1.00 | 2.20 | 3.80 | 2.40 | 1.00 | 2.70 | 4.50 | 3.20 |
Figure 6
Relationships χ – εq : (a) χ1 – εq ; (b) χ2 – εq.