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Bored piling, or rotary bored piling, is especially suited to boring through hard strata, as they are often larger in diameter than a continuous flight auger (CFA) piling method and can penetrate through difficult ground obstructions.
Rotary bored piles, also known as bored cast in situ concrete piles or drilled piles, are best used for tall structures, heavy vertical loads and brickwork. These piles are more compact than other conventional methods, allowing work to be delivered within confined sites. The term replacement pile is often used as opposed to displacement piles where soil is forced away by driving the pile in place. [1]
A bored pile foundation is a type of reinforced concrete foundation that supports structures with heavy vertical loads. Unlike driven precast piles, bored piles are cast-in-place using concrete on site.
The rotary piling technique is performed by drilling through a temporary casing to the designed depth, using an auger, eliminating any spoils. The casing supports the pile through to the ground until the required depth is achieved, the auger is then removed, and the concrete is poured in situ to form the bored pile.
This video demonstrates the installation of Kelly Bored Piles using a large bored piling rig:
The excavation of the auger bored piles is done using a large drill driven by a heavy drill motor. The stability of the borehole is upheld by placing steel casings, which are driven into the soil using a telescopic Kelly bar. When casting concrete around the pile, the steel casings are recovered.
Both bored piling and screw piling are deep foundation solutions, but they have some differences. While bored piling involves drilling a borehole into the ground through a temporary casing and filling it with concrete, screw piling is performed by driving steel screws with helices on the outside into the soil. The screw piles are designed without having to remove any soil.
Bored piles are known as large diameter piles if they have a diameter of 600 mm or more. Small diameter bored piles are less than 600 mm and are sometimes placed in groups under a common pile cap to support heavy loads. [2]
The bearing capacity of large diameter piles can be increased by under-reaming the shaft at the base. This is achieved by an expanding cutting tool which cuts a conical-shaped base up to three times the diameter of the main shaft.
The main advantages of bored piles include:
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