From: Research on the mechanism of an adaptive device to deal with bridgehead jump
Putting into use time /d | Lifting distance of No.1 device /cm | Lifting distance of No.2 device /cm | Settlement value at the end of the slab /cm |
---|---|---|---|
0 | 0 | 0 | 0 |
20 | 0.03 | 0.02 | 0.08 |
40 | 0.08 | 0.06 | 0.19 |
60 | 0.15 | 0.10 | 0.35 |
80 | 0.25 | 0.17 | 0.50 |
100 | 0.36 | 0.23 | 0.69 |
120 | 0.50 | 0.31 | 0.88 |
140 | 0.71 | 0.45 | 1.07 |
160 | 0.91 | 0.69 | 1.29 |
180 | 1.07 | 0.96 | 1.51 |
200 | 1.17 | 1.19 | 1.77 |
220 | 1.27 | 1.37 | 2.10 |
240 | 1.36 | 1.50 | 2.39 |
260 | 1.43 | 1.65 | 2.68 |
280 | 1.51 | 1.77 | 2.95 |
300 | 1.57 | 1.85 | 3.25 |
320 | 1.61 | 1.89 | 3.49 |
340 | 1.62 | 1.95 | 3.64 |
360 | 1.63 | 1.97 | 3.74 |