Table 1 Crucial parameters of triaxial test with constant p.
From: Verification of a novel stress path method by true-triaxial test
Test material | Effective average principal stress p (kPa) | Intermediate principal stress coefficient b | Apparatus | Load method | Drained conditions | End condition | |
|---|---|---|---|---|---|---|---|
Aeolian sand | 100 | 0 | 0.2 | I Pseudo-triaxial apparatus II True-triaxial apparatus | Stress control 1 kPa/min | I Drained II Undrained | Strain 15% |
300 | 0.4 | 0.6 | |||||
600 | 0.8 | 1 | |||||
