Types of Driven Piles
Types of Driven Piles
- Steel Piles
- Precast concrete piles
- Timber Piles
- Composite Piles
Let’s discuss each of the driven piles separately.
Steel Driven Piles Foundations
There are different types of driven piles constructed from steel. Since steel is readily available, construction can be done quite easily.
Further, steel piles such as micro piles can be used to support heavy loads applied from bridges and other types can be used to support medium-level loads.
The main issue with steel-driven piles is corrosion. However, they are placed below ground level. Therefore, the presence of oxygen for corrosion is minimal.
Pipe piles are employed to behave as friction or end-bearing piles. These piles are seamless steel pipes that are formed by welding. The driving of these piles can be carried out with the help of an open or a close-ended bottom. Hence, we have:
Open End Piles
Closed-End Piles
Open End Pipe Piles
These type of pipe piles is mostly used to penetrate a hard or a rock stratum. These piles after driving are sunk into the soil. The soil that is within the steel pipe is removed using compressed air or using a water jetting process. After driving the steel pipe to the required depth, the steel pipe is filled with concrete of standard specification.
Closed-End Piles
In this type of pipe pile, a conical element either made of steel or cast iron is attached to the open bottom using welding. This is the conical shoe. Once the pipe is driven into the soil, the pipe is filled with an adequate amount of concrete. The diameter of the pipe piles used can vary from 0.25m to 1.2m. The thickness of these pipe piles varies from 8 to 12mm. For pile foundations, greater than 30 inches, this type of pile works best.
Precast Concrete Driven Pile Foundations
Driven precast concrete piles are constructed by hammering the piles into the soil to a depth greater than 40m with an adjustable hydraulic or diesel hammer. Driven precast concrete piles are widely used for their versatility and suitability for most ground conditions. These piles can be used for the foundation of all types of engineering structures under nearly every soil condition.
Driven precast concrete piles are particularly suited where the founding stratum is overlain by soft deposits and aggressive or contaminated soils. Piles are manufactured in factories under high-quality control, and consist of segmental lengths of reinforced concrete sections of lengths between 3m and 15m with required or standard cross-section.
Timber Piles
A timber pile is a trunk of a tree, trimmed of branches. A timber pile is usually designed for a maximum load of 15 to 25 tons/pile. Additional strength can be obtained by bolting fish plates to their side. These piles last for about 30 years. The breadth of these piles ranges from 12 to 16 inches.
These piles can be used as a foundation for structures with moderate load and as a foundation for temporary structures.
The bottom diameter would be in the range of 300-500mm
The top diameter could be in the range of 125 – 250mm
Generally, piles are available in the length range of 9000mm – 18000mm
The pile can bear the applied loads and driving forces. However, it is vulnerable if hard driving is done
Timber piles are vulnerable to deterioration
The following figure taken from the book Foundation Analysis and Design by Bowels indicates the necessary arrangements to be made in a driven timber pile.
Composite Piles
Composite piles started using about 60 years ago. The main purpose of composite piles was to construct relatively longer piles economically.
Different materials are used to construct composite piles. Further, the selection of the material shall be done to suit the conditions. The following combination could be expected.
The timber pile is embedded below the existing ground level and above the existing ground level (up to the top-level) to be constructed from concrete.
Concrete-filled steel pipe or H iron was placed lower part of the pile and the upper section was constructed from concrete.
Design Precast Piles (Driven Pile Design)
The design of precast piles needs to address two issues.
The pile shall be designed to carry the loads from the superstructure
Piles shall be designed and detailed to carry the impulsive load applied during the driving
The structural design and geotechnical design of driven piles for superstructure loads could be done following the same procedures discussed in the article pile foundations.
Special detailing techniques shall be adopted to the pile to carry the forces generated in the pile driving process. There are unique details for precast piles.
The following figure taken from the book Foundation Analysis and Design by Bowels indicates the typical arrangement of a precast pile.
As indicated in the above drawings, the top and bottom area of the pile is confined by reducing the spacing of the links. It allows the plie to bear the higher loads.
As discussed previously, the prestress pile was also used in the construction. The following drawings indicate the typical arrangement of a prestressed driven pile. Especially attention shall be made to the construction of a pile of this nature.

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