General stratigraphy at the location of pile 2
| Start depth: m | End depth: m | Soil/rock type | SPT N value | Unconfined compressive strength: MPa | Elastic modulus, E′: MPa | Friction angle: ° | Cohesion: kPa |
|---|---|---|---|---|---|---|---|
| 0.0 | 1.5 | Very dense sand | 50 | — | 50 | 41 | — |
| 1.5 | 5.0 | Very dense sand/sandstone | — | 0.5 | 70 | 22 | 29 |
| 5.0 | 10.0 | Conglomerate | — | 2.5 | 100 | 30 | 70 |
| 10.0 | 18.5 | Conglomerate/siltstone | — | 2.0 | 80 | 30 | 65 |
| 18.5 | 30.0 | Calcisiltite | — | 3.0 | 80 | 27 | 70 |
| Start depth: m | End depth: m | Soil/rock type | SPT | Unconfined compressive strength: MPa | Elastic modulus, | Friction angle: ° | Cohesion: kPa |
|---|---|---|---|---|---|---|---|
| 0.0 | 1.5 | Very dense sand | 50 | — | 50 | 41 | — |
| 1.5 | 5.0 | Very dense sand/sandstone | — | 0.5 | 70 | 22 | 29 |
| 5.0 | 10.0 | Conglomerate | — | 2.5 | 100 | 30 | 70 |
| 10.0 | 18.5 | Conglomerate/siltstone | — | 2.0 | 80 | 30 | 65 |
| 18.5 | 30.0 | Calcisiltite | — | 3.0 | 80 | 27 | 70 |
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