Auger Cast Piles
Auger cast piles can be used as a:
- Friction pile, where the superstructure load is transferred to the soil through friction between the pile surface and the soil;
- End bearing pile, where the superstructure load is transferred through the pile tip into a hard stratum of soil or rock;
- Anchor pile, where hydrostatic or other uplift forces are resisted through a full length tendon embedded in the grout column;
- Vertical component of a continuous auger cast curtain wall in temporary or permanent shoring systems and below grade walls; and
- Temporary or permanent diagonal tieback in auger cast curtain walls, beam and lagging walls, and sheet pile walls.
Auger cast piles are installed by rotating a continuous flight, hollow shaft auger into the soil to a specified depth. High strength cement grout is pumped under pressure through the hollow shaft as the auger is slowly withdrawn. The resulting grout column hardens and forms an auger cast pile. Reinforcing, when required, can be installed while the cement grout is still fluid or, in the case of full length single reinforcing bars, through the hollow shaft of the auger prior to the withdrawal and
grouting process.