Rectangular cross-sections with diameters between 24 cm and 55 cm are common. A point formed to the pile’s tip is usually not necessary from a physical point of view. Mostly solid piles are used, occasionally also hollow ram piles. The danger of clogging the hollow space during ramming cannot be ruled out.

Compared to bored piles, rammed piles achieve higher values for peak pressure and surface friction, which often results in better load-bearing behaviour. The load-bearing capacity of rammed piles depend to a large extent on their manufacturing process. Surface roughness, compaction of the concrete used, pile diameter and prestressing are decisive parameters.

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