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This feature improves the accuracy of group analysis for end-bearing piles.
A continuous transition from friction to end-bearing piles is accounted for.
A new type of interaction factor, established from subgroups of five piles, is introduced for end-bearing piles.
For end-bearing piles, drilling continues until the borehole has extended a sufficient depth (socketing) into a sufficiently strong layer.
Piles used in this way are, therefore, end-bearing piles as distinct from friction piles, to be mentioned in the next section.