Info

1875 kN*

Assuming all the piles are installed to the same maximum set S = 6 mm

Mean resistance is Rcm,mean = Rcm = 1875 kN Minimum resistance is Rcm min = Rcm = 1875 kN

Characteristic resistance

Correlation factor on mean measured resistance Ç5 = 1.42 O

Correlation factor on minimum measured resistance ^ = 1.25 ©

These values must be increased by a model factor YRd = 1.2 when using a pile driving formula without measurement of quasi-elastic pile head displacement during the impact. Thus Ç5 = Ç5 x YRd = 1.70 and ^ = ^6 x YRd = 1.50

cm,mean

Based on mean measured resistance-= 1100 kN

cm,min

Based on minimum measured resistance-= 1250 kN

Characteristic resistance is Rck = min

Design resistance Partial factors from Sets

Design resistance is Rcd

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