Experimental Study on the Flexural Behavior of Connected Precast Concrete Square Piles
Table 1
Main parameters of precast concrete square pile.
Number of pile
Side length (mm)
Pile length (mm)
Pile shaft reinforcement
End plate
Concrete strength grade of pile shaft
5A
500
7
The main reinforcement is 12Φ12.6. The stirrup is Φ6.5. The distance between stirrups within 1.0 m at both ends of pile is 50 mm, and the rest of space is 75 mm.
The main reinforcement is 20Φ12.6. The stirrup is Φ6.5. The distance between stirrups within 1.0 m at both ends of pile is 50 mm, and the rest of space is 75 mm.