Ssab RD1000, Installation Manual, Page: 49 / 54

49
Example: Furukawa F19 hydraulic hammer, pile RRs115/8, piling class PTL2, pile length 10 m .
Piles have two R
d
values: 535 kN and 560 kN .
The end-of-driving settlement corresponding to R
d
value 535 kN given in the table is 32 mm /30 s .
The R
d
value 560 kN is converted to a geotechnical ultimate resistance (R
c
) as follows: 1.764 * 560 kN = 988 kN . Based
on the end-of-driving graph, the end-of-driving settlement is about 16 mm /30 s .
10
PTL1
100
20 95
30 77
10
PTL2
32
20 17
30 5
10
PTL2
<2 (1045)*
20 <2 (990)*
30 <2 (955)*
10
PTL3
<2 (1045)*
20 <2 (990)*
30 <2 (955)*
10
PTL3
<2 (1045)*
20 <2 (990)*
30 <2 (955)*
793 450
955 535
1058 860
1190 661
1322 749
Hammer efficiency 80%
Pile length
[m]
Piling class
<2 (xxx)* = mobilised geotechnical resistance xxx kN when
settlement <2mm/30s
Settlement R
c
[kN]R R
d
[kN]
Pile length L = 10m Pile length L = 20m Pile length L = 30m
Settlement