Video from my YouTube channel

Subscribe to My You tube channel

The reasons behind the trimming of pile head

 In general, the bored piles are casted to a level higher than the required pile cut-off level. Pile cut-off level is usually similar or a little bit higher than the blinding level of a pile cap. the process of constructing a cast-in-situ pile involves the following steps:


  • installation of the temporary casing to prevent the soil collapse during the drilling process and to guide the drilling rig.
  • Drilling the pile to the required level and diameter.
  • Installation of a reinforcement cage. Reinforcement cage vertical bars will be extended above the pile cut-off level to improve the bonding with the pile cap.
  • The casting of concrete usually done with a tremie pipe. Tremie pipe will be lowered to the bottom of the pile, and then the concrete will be poured.
  • Once the casting is completed, the temporary casing will be removed.

It is a common practice to cast the concrete above the cut-off level. the concrete casted then removed for the following reasons:

  • during the casting process, the sediments, impurities, and laitance will immigrate from the bottom of the pile to the top. If we stop the concrete at the pile cut-off level. These impurities will form a weak layer of concrete, which results in reducing pile bearing resistance. Therefore, concrete is casted above the cut-off level, then this weak layer will be trimmed and removed.
  • In actual site practice, the details of construction sequence and access arrangements have a potential impact on the possibility of constructing piles to the correct level without the need for cropping.
Figure 1


Figure 2

Comments

Videos from My Youtube channel

Popular posts from this blog

Pile cap

Binding wire for steel reinforcement

Repairing of concrete bulging

Bridge Diaphragm

Casing for piles

Driven piles

Flakiness Index and Elongation Index of Coarse Aggregates

Lateral support and skin reinforcement for reinforced beam

Non-Working Pile Testing and Static Compression Load Test

prestressing equipment