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

1Depth is 0
22Depth is 2.35 m
27Depth is 4.50 m, AC1 installation
37Depth is 5.00 m, AC2 installation
41Depth is 6.75 m
47AC3 installation
54Depth is 8.60 m
88Depth is 10.75 m
104Second-order piles installation
117Depth is 12.75 m
123Depth is 16.65 m, BL1 installation
139Depth is 19.10 m, BL2 installation
153Depth is 20.95 m, BL3 installation
161Third-order piles installation
168Depth is 21.4 m
177Depth is 23.00 m
184Depth is 25.50 m, BL5 installation
190BL6 installation
206Depth is 28.00 m
210Depth is 28.74 m
216Depth is 32.50 m
221BL7 and BL8 installation