CFA Piles for Deep Foundation Drilling | Casagrande Group

CFA Piles

Continuous Flight Auger piles installed with a continuous auger for efficient, low-vibration deep foundations.
Overview

Overview

CFA (Continuous Flight Auger) piles are a highly efficient and widely used solution for deep foundations, particularly suited to urban environments and sensitive areas. This technology is based on continuous drilling performed with a hollow-stem auger, allowing pile installation without the need for temporary casing or stabilising slurry in most soil conditions.

The pile is constructed by drilling to the design depth with a continuous auger, then pumping concrete through the hollow stem while the auger is steadily extracted. Reinforcement is inserted into the fresh concrete immediately after casting.

Depending on geological conditions and structural requirements, CFA piles can be executed:

  • In dry soil conditions
  • In soft cohesive soils
  • In loose granular soils (with proper control)
  • With or without reinforcement cages or central bars

CFA technology ensures fast production rates, reduced noise and vibration, and limited environmental impact, making it suitable for residential, commercial and infrastructure projects.

How it works?

1

Machine positioning and start of drilling

The piling rig is positioned and equipped with a continuous flight auger connected to a high-torque rotary head.
2

Continuous drilling to design depth

The auger penetrates the ground in a single continuous operation, reaching the required depth without interruption.
3

Concrete injection during extraction

Concrete is pumped through the hollow stem under controlled pressure while the auger is gradually extracted, forming the pile shaft.
4

Reinforcement installation (if required)

A reinforcement cage or central steel bar is inserted into the freshly placed concrete to ensure the required structural capacity.
5

Quality control and completion

Drilling parameters and concrete volume are monitored to ensure pile integrity and compliance with design specifications.
How it works?

Advantages

  • ✓ High productivity with continuous installation process
  • ✓ Low vibration and reduced noise levels
  • ✓ No need for casing or slurry in most soil conditions
  • ✓ Limited spoil generation compared to traditional bored piles
  • ✓ Suitable for urban and restricted-access sites

Limitations

  • ⚠ Limited applicability in very hard soils or rock formations
  • ⚠ Depth typically lower than large-diameter Kelly piles
  • ⚠ Reinforcement installation may be limited by concrete workability
  • ⚠ Requires strict control of concrete pressure during extraction
  • ⚠ Limited diameter range compared to large-diameter bored pile systems

Compatible Casagrande equipment

CV16-T

CV16-T

  • Rotary head RHP 10
  • Max. torque 100 kNm
  • Max. speed 69 rpm
  • Max. depth 16 m
  • Extraction force at sledge 200 kN
  • Crowd force at sledge 140 kN
  • Operating weight ~65000 kg
CV19-T

CV19-T

  • Rotary head RHP 10
  • Max. torque 100 kNm
  • Max. speed 69 rpm
  • Max. depth 18,7 m
  • Extraction force at sledge 200 kN
  • Crowd force at sledge 140 kN
  • Operating weight ~70150 kg
CV21-T

CV21-T

  • Rotary head RHP 15
  • Max. torque 150 kNm
  • Max. speed 69 rpm
  • Max. depth 20,7 m
  • Extraction force at sledge 260 kN
  • Crowd force at sledge 140 kN
  • Operating weight ~75100 kg
CV18-F

CV18-F

  • Rotary head R20.355
  • Max. torque 204 kNm
  • Max. speed 42 rpm
  • Max. depth 23,2 m
  • Extraction force Nominal/Effective 585/470 kN
  • Crowd force Nominal/Effective 420/335 kN
  • Operating weight without tool ~79850 kg
CV22-F

CV22-F

  • Rotary head R20.355
  • Max. torque 204 kNm
  • Max. speed 42 rpm
  • Max. depth 27,4 m
  • Extraction force Nominal/Effective 420/335 kN
  • Crowd force Nominal/Effective 420/335 kN
  • Operating weight without tool ~80100 kg