Response of a group of 2 × 3 piles for selected soils
| Soil type | Internal forces | |||||
|---|---|---|---|---|---|---|
| Corner piles | Central piles | |||||
| Nmax: kN | Tmax: kN | Mmax: kN m | Nmax: kN | Tmax: kN | Mmax: kN m | |
| Kaolinite clay | 839·3 | 18·15 | 53·09 | 758·1 | 0·00010 | 0·00056 |
| Poorly graded sand (SP) | 749·2 | 21·41 | 52·71 | 1024·0 | 0·00345 | 0·01680 |
| Silty sand (SM) | 827·1 | 32·73 | 47·30 | 802·6 | 0·00158 | 0·01089 |
| Soil type | Internal forces | |||||
|---|---|---|---|---|---|---|
| Corner piles | Central piles | |||||
| Kaolinite clay | 839·3 | 18·15 | 53·09 | 758·1 | 0·00010 | 0·00056 |
| Poorly graded sand (SP) | 749·2 | 21·41 | 52·71 | 1024·0 | 0·00345 | 0·01680 |
| Silty sand (SM) | 827·1 | 32·73 | 47·30 | 802·6 | 0·00158 | 0·01089 |
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