Summary of static pile capacity predictions in the glacial till
| Site | Measured* | Shaft load Qs in glacial till layer: MN | |||||
|---|---|---|---|---|---|---|---|
| ICP-05 sand† | API-2014† | Fugro-96† | NGI-05† | UWA-13† ‡ | ICP-05 clay† | ||
| WK38 | 6·07 | 2·25 (0·37) | 9·10 (1·50)§ | 10·71 (1·76)§ | 9·38 (1·55)§ | 19·38 (3·19)§ | 12·53 (2·06)§ |
| WK43 | 2·93 | 1·19 (0·41) | 7·48 (2·55) | 6·65 (2·27) | 7·52 (2·57) | 13·95 (4·76) | 8·50 (2·90) |
| WK70 | 0·90 | 0·63 (0·70) | 4·04 (4·48) | 3·48 (3·86) | 4·01 (4·45) | 8·06 (8·95) | 3·94 (4·37) |
| Site | Measured | Shaft load | |||||
|---|---|---|---|---|---|---|---|
| ICP-05 sand | API-2014 | Fugro-96 | NGI-05 | UWA-13 | ICP-05 clay | ||
| WK38 | 6·07 | 2·25 (0·37) | 9·10 (1·50) | 10·71 (1·76) | 9·38 (1·55) | 19·38 (3·19) | 12·53 (2·06) |
| WK43 | 2·93 | 1·19 (0·41) | 7·48 (2·55) | 6·65 (2·27) | 7·52 (2·57) | 13·95 (4·76) | 8·50 (2·90) |
| WK70 | 0·90 | 0·63 (0·70) | 4·04 (4·48) | 3·48 (3·86) | 4·01 (4·45) | 8·06 (8·95) | 3·94 (4·37) |
Proportion based on static values given in Table 5.
Values in parentheses are ratios of calculated to measured capacity.
Uses UWA-13 method with inclusion of angle of interface friction (equation (8)).
Adopts ICP-05 calculation in top 2 m of Holocene sand.
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