General stratigraphy at the location of pile 2
| From: m | To: m | Soil/rock type | Unconfined compressive strength: MPa | Elastic modulus, E: MPa | Poisson’s ratio | c′: kPa | Φ: ° |
|---|---|---|---|---|---|---|---|
| 0.0 | 8.5 | Very weak sandstone | 1.2 | 70 | 0.25 | 50 | 28 |
| 8.5 | 15.0 | Extremely weak conglomerate/siltstone | 2.5 | 150 | 0.25 | 90 | 30 |
| 15.0 | 30 | Extremely weak conglomerate/siltstone | 2.0 | 120 | 0.25 | 90 | 30 |
| From: m | To: m | Soil/rock type | Unconfined compressive strength: MPa | Elastic modulus, | Poisson’s ratio | Φ: ° | |
|---|---|---|---|---|---|---|---|
| 0.0 | 8.5 | Very weak sandstone | 1.2 | 70 | 0.25 | 50 | 28 |
| 8.5 | 15.0 | Extremely weak conglomerate/siltstone | 2.5 | 150 | 0.25 | 90 | 30 |
| 15.0 | 30 | Extremely weak conglomerate/siltstone | 2.0 | 120 | 0.25 | 90 | 30 |
Note: a very low recovery (rock quality designation < 30%) was observed for all rock layers
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