Research Article
Experimental Study on Bending Moment of Double-Row Steel Pipe Piles in Foundation Excavation
Table 2
Monitoring date and working conditions.
| Monitoring date (d) | Working conditions |
| 1 | Depth is 0 | 22 | Depth is 2.35 m | 27 | Depth is 4.50 m, AC1 installation | 37 | Depth is 5.00 m, AC2 installation | 41 | Depth is 6.75 m | 47 | AC3 installation | 54 | Depth is 8.60 m | 88 | Depth is 10.75 m | 104 | Second-order piles installation | 117 | Depth is 12.75 m | 123 | Depth is 16.65 m, BL1 installation | 139 | Depth is 19.10 m, BL2 installation | 153 | Depth is 20.95 m, BL3 installation | 161 | Third-order piles installation | 168 | Depth is 21.4 m | 177 | Depth is 23.00 m | 184 | Depth is 25.50 m, BL5 installation | 190 | BL6 installation | 206 | Depth is 28.00 m | 210 | Depth is 28.74 m | 216 | Depth is 32.50 m | 221 | BL7 and BL8 installation |
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