a structural unit (pole or balk) that is completely or partially introduced into the ground. In most cases, piles are used in pile foundations, where they transfer a load from the structure to the soil. In addition to piles used in foundations, sheet piles, chiefly of metal, are also used in sheet-pile walls to form, for example, temporary fencing in the excavation of foundations or cofferdams in certain hydraulic-engineering installations.
Piles are classified according to methods of piling. Driven piles are prefabricated of reinforced concrete, steel, or wood and are driven into the soil by pile drivers, vibratory pile drivers, or vibratory jacking drivers. Drill-filling piles are made of concrete or reinforced concrete and are cast in place. Driven piles of reinforced concrete are most common in the USSR, accounting for more than 90 percent of the piles in use in 1973.
Reinforced-concrete driven piles usually have a square cross section. They may be solid with transverse reinforcement (3–20 m long) or solid without transverse reinforcement (3–12 m), or they may contain a cylindrical hole (3–8 m). Reinforced-concrete piles can also be round and hollow (diameter 400–800 mm, length 4–12 m). Concrete tubular piles 1,000–3,000 mm in diameter and 6–12 m long are also used. In special cases, such as tower structures, threaded steel piles are used.
With drill-filling piles, concrete is poured into a drilled shaft. The diameter of such piles is 500–1,200 mm, and the length is 10–30 m and more. To increase the load-carrying capacity, cast-in-place piles can be built with an enlarged base. Such piles are most frequently used for large loads on foundations or in cases when the layer of compact soil is deep.
IU. G. TROFIMENKOV