Geotechnical Design › Pile axial capacity and settlement

Pile axial capacity and settlement – single pile and pile group

Shaft and base resistance in compression and tension, negative skin friction, group efficiency and settlement.

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Calculation method

SPT-N correlations or α / β and Nc / Nq; EN 1997-1 DA1 with model factor; drag load from negative skin friction; Converse–Labarre group efficiency; settlement by Vesić (1977).

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