Summary of CSLs obtained
| Geomaterial | Dominant mineralogy | Eq. no. | Γ/λ or a/b/c | CSL shape | Transitional behaviour |
|---|---|---|---|---|---|
| CoT | Tectosilicates (quartz and feldspar) | (3) | Triaxial compression-86S: 1·725/0·060/0·40 | Curved | Yes (TC) |
| Triaxial compression-91S: 1·655/0·040/0·40 | |||||
| Triaxial compression-95S: 1·618/0·030/0·40 | |||||
| SS: 1·720/0·121/0·55 | Curved | No (SS) | |||
| CoP | Phyllosilicates (biotite and chlorite) | (4) | Triaxial compression-SS: 2·053/0·074 | Linear | No |
| CoT | Tectosilicates (quartz and feldspar) | (3) | Triaxial compression-86S: 1·725/0·060/0·40 | Curved | Yes ( |
| Triaxial compression-91S: 1·655/0·040/0·40 | |||||
| Triaxial compression-95S: 1·618/0·030/0·40 | |||||
| SS: 1·720/0·121/0·55 | Curved | No ( | |||
| CoP | Phyllosilicates (biotite and chlorite) | (4) | Triaxial compression-SS: 2·053/0·074 | Linear | No |
‘Triaxial compression’: triaxial compression test; SS: simple shear test
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