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 |
|
|