Table 10 Uplift load displacement data.
From: Multi-objective design and optimization of squeezed branch pile based on orthogonal test
Pile type | DX1 | DX2 | DX3 | DX4 | DX5 | DX6 | DX7 | DX8 | DX9 | DX11 |
|---|---|---|---|---|---|---|---|---|---|---|
Q/N | s/mm | |||||||||
100 | 0.0146 | 0.0116 | 0.0091 | 0.0110 | 0.0093 | 0.0071 | 0.0091 | 0.0067 | 0.0062 | 0.0065 |
200 | 0.0331 | 0.0262 | 0.0199 | 0.0252 | 0.0204 | 0.0150 | 0.0197 | 0.0141 | 0.0137 | 0.0137 |
300 | 0.1070 | 0.0513 | 0.0336 | 0.0481 | 0.0342 | 0.0235 | 0.0320 | 0.0219 | 0.0215 | 0.0211 |
400 | 0.1763 | 0.1015 | 0.0595 | 0.0879 | 0.0726 | 0.0333 | 0.0551 | 0.0304 | 0.0305 | 0.0293 |
500 | 0.3030 | 0.1663 | 0.0866 | 0.1806 | 0.1063 | 0.0473 | 0.0805 | 0.0405 | 0.0445 | 0.0388 |
600 | 0.4166 | 0.2824 | 0.1545 | 0.3133 | 0.2216 | 0.0885 | 0.1804 | 0.0568 | 0.0641 | 0.0527 |
700 | 0.5887 | 0.3882 | 0.1884 | 0.5546 | 0.3306 | 0.1325 | 0.2394 | 0.0846 | 0.1159 | 0.0795 |
800 | 0.7347 | 0.5859 | 0.3245 | 0.8156 | 0.4948 | 0.1967 | 0.3670 | 0.1391 | 0.1568 | 0.1471 |
900 | 0.9629 | 0.7225 | 0.3931 | 1.2409 | 0.6975 | 0.2671 | 0.4907 | 0.2204 | 0.2368 | 0.1870 |
1000 | 1.1500 | 0.9540 | 0.5460 | 1.7292 | 0.9035 | 0.3519 | 0.6938 | 0.3466 | 0.3459 | 0.3038 |