Foundations · Pile testing & NDT

Pile driving formulas (Hiley / Gates) calculator

Ultimate resistance from hammer energy and set; check against required capacity.

Standard: Hiley · FHWA modified Gates · AS 2159 dynamic formula φg

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Inputs in the worked example

The live calculator starts with these values; change any of them and every result, check and diagram updates instantly.

InputValueUnit
Ram weight W50kN
Drop height h1.2m
Hammer efficiency η0.8
Pile + helmet weight P45kN
Coefficient of restitution0.4
Final set per blow4mm
Temporary compression c (pile+cap+soil)18mm
φg for dynamic formula (AS 2159; your risk assessment)0.45
Required design load R*1200kN

Worked example — results

ResultValueUnit
Hammer energy η·W·h48.0kN·m
Hiley efficiency of blow0.602
Hiley Ru2,223kN
Blows per 25 mm6.3
Modified Gates Ru2,204kN
φg·Ru (lower of two)992kN
051015202505001e32e32e33e33e3set per blow (mm)Hiley Ru (kN)R*/φgdesign set
Diagram for the worked example

Method, formulas and assumptions

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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.