Pile capacity and initial stiffness parameters
| Case study | No. of piles | Parameters obtained by discussers | Reported by authors | ||
|---|---|---|---|---|---|
| Rblim: MN | Rslim: MN | KsiD: MPa | KsiD: MPa | ||
| A | 1 | 0·359 | 0·147 | 43·0 | 6·23 |
| A | 5 | 1·21 | 1·345 | 7·5 | 6·23 |
| B | 1 | 0·147 | 0·654 | 32·0 | 24·70 |
| B | 4 | 0·536 | 2·432 | 24·7 | 24·70 |
| 0·900* | 2·696† | ||||
| B | 9 | 1·206 | 5·469 | 24·7 | 24·70 |
| 1·600* | 6·067† | ||||
| C | 1 | 0·0014 | 0·027 | 2·4 – 3·5 | 3·50 |
| 0·033† | |||||
| C | 16 | 0·088 | 0·358 | 2·8 – 3·5 | 3·50 |
| 0·444† | |||||
| Case study | No. of piles | Parameters obtained by discussers | Reported by authors | ||
|---|---|---|---|---|---|
| A | 1 | 0·359 | 0·147 | 43·0 | 6·23 |
| A | 5 | 1·21 | 1·345 | 7·5 | 6·23 |
| B | 1 | 0·147 | 0·654 | 32·0 | 24·70 |
| B | 4 | 0·536 | 2·432 | 24·7 | 24·70 |
| 0·900 | 2·696 | ||||
| B | 9 | 1·206 | 5·469 | 24·7 | 24·70 |
| 1·600 | 6·067 | ||||
| C | 1 | 0·0014 | 0·027 | 2·4 – 3·5 | 3·50 |
| 0·033 | |||||
| C | 16 | 0·088 | 0·358 | 2·8 – 3·5 | 3·50 |
| 0·444 | |||||
Note: Values of Rslim and Rblim are based on measured capacities reported in source papers.
Rblim obtained as best fit to measured load–deformation data.
Rslim based on nfsAs, where As is the surface area of each pile, n the number of piles, and fs is quoted by the authors.
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