- Project plans
- Project activities
- Legislation and standards
- Industry context
Last edited 03 May 2018
Very broadly, foundations can be categorised as shallow foundations or deep foundations. Pile foundations are deep foundations. A foundation is described as 'piled' when its depth is more than three times its breadth.
Piles are formed by long, slender, columnar elements typically made from steel or reinforced concrete, or sometimes timber. The type of pile will determine the pile driving equipment that is most suitable. Other determining factors include; height, manoeuvrability on the site, surface conditions, obstructions such as existing surfaces, and so on.
Piles may be replacement or displacement:
- Displacement piles are driven, jacked, vibrated or screwed into the ground, displacing the material around the pile shaft outwards and downwards instead of removing it.
- Replacement piles remove spoil to form a hole for the pile which is poured in situ.
Bored (replacement) piles require rotary augering equipment. The piling rig is equipped with a telescopic arm or bar known as a Kelly bar which slides vertically and holds a short length of auger or a digging bucket on the end of it. The auger is a drilling device that usually includes a rotating helical screw blade. When the auger or bucket is rotated it excavates the ground. The bar is then retracted, the rig slewed, and the excavated material ejected by spinning the Kelly and tool rapidly.
 Percussion drivers
These are commonly types of hammer designed to deliver an impact blow to the top of the pile. The type of subsoil and pile will determine both the hammer weight and the drop height. A steel helmet padded with a sand bed and cushioned with a ‘dolly’ (plastic or hardwood block) is used to protect the pile head from damage.
The main types of hammer used in pile driving include:
 Drop hammer
This is a block of iron which is dropped from a rig attached and suspended by rope. The weight typically ranges from 0.75-3 tonnes, and the number of blows which can be delivered with a free fall of 1.2-1.5 m ranges from 10-20 per minute.
 Air hammer
These use compressed air and are either single-acting or double-acting.
Single-acting air hammers are semi-automatic and consist of a heavy failing cylinder sliding up and down a fixed piston, raised by steam or compressed air. The hammer is suspended from a crane and guided by leaders in the piling frame to maintain position relative to the pile head. The hammer rises and falls with the admittance and exhaust of compressed air through valves. Blows delivered can range from 36-75 per minute.
Double-acting air hammers consist of a cast iron cylinder remaining stationary on the pile head while the hammer delivers a series of rapid blows using compressed air. While the force of the hammer is less than that of a single-acting hammer, the number of blows is much greater (ranging from 95-300 per minute). This type of hammer is suitable in situations where the use of a conventional hammer is prohibited by reduced head-room.
 Diesel hammer
These are self-contained units suspended from a crane or slide-in leaders rested on the pile head. A falling cylinder of steel within the unit generates the driving action, raised by the explosion of gas from the automatic injection of fuel. The cycle continues until the fuel is cut off. Hammers weigh from 2-6 tonnes, and the number of blows ranges from 40-60 per minute.
 Hydraulic drivers
Hydraulic drivers are typically used for sheet piles, pushing them into the ground by means of a hydraulic ram. An example of a hydraulic driver is the ‘Still Worker’ designed by the Japanese firm Tosa.
 Vibratory drivers
Vibratory drivers are used to vibrate the piles, reducing the surrounding ground resistance, and allowing them to pass into the ground. Depending on the nature of the soil the vibrations can be either low or high frequency, although they should not be used in heavy clays as the vibrations tend to be dampened. The vibrators are driven by diesel-hydraulic power units.
The speed and method of extraction will depend on factors including:
- The ground and water conditions.
- How long the piles have been in the ground.
- The pile section and length.
- The driving method and hammer weight.
Pile extractors deliver a rapid number of upward blows which cause the extracting jaws to grip and lift piles out of the ground. Alternatively, a double-acting hammer can be inverted for use, working on the principle of hitting the pile out of the ground.
 Find out more
 Related articles on Designing Buildings Wiki
Featured articles and news
Assembling, curating, caring for, and designing the future.
A sensitive approach to renovating a building of historic stature.
UK energy policy uncertainty as Welsh project put on hold
What collaborative working achieves and how it can be put in place.
BSRIA publishes the 2019 edition of its small but concise annual databook.
Using QSAND to measure the performance of disaster response.
What U-values are, why they matter and how they are calculated.
The need to ensure that we plan for all aspects of our bio-economy
BSRIA calls on government to reach deeper into the causes of pollution.
George Demetri brings a whole new level of technical knowledge to Designing Buildings Wiki.
Quality professionals need to take an active role in driving the completion process forwards.
The innovations needed to move from rhetoric to realisation.