General stratigraphy at the location of pile 1
| From: m | To: m | Soil/rock type | Unconfined compressive strength: MPa | Elastic modulus, E: MPa | Poisson’s ratio | c′: kPa | Φ: ° |
|---|---|---|---|---|---|---|---|
| 0.0 | 7.7 | Very weak sandstone | 1.6 | 70 | 0.25 | 60 | 28 |
| 7.7 | 15.0 | Extremely weak conglomerate/siltstone | 1.7 | 70 | 0.25 | 70 | 31 |
| From: m | To: m | Soil/rock type | Unconfined compressive strength: MPa | Elastic modulus, | Poisson’s ratio | Φ: ° | |
|---|---|---|---|---|---|---|---|
| 0.0 | 7.7 | Very weak sandstone | 1.6 | 70 | 0.25 | 60 | 28 |
| 7.7 | 15.0 | Extremely weak conglomerate/siltstone | 1.7 | 70 | 0.25 | 70 | 31 |
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