CALCULATION OF PILE SET USING HILEY F ORMULA Pile Data:
Type of Pile
=
Reinforced Concrete P ile
Pile Size (mm)
=
200
Pile Working Capacity (tonnes)
=
!
"actor of Safety #llo$ed
=
2
%ept& of Penetration (m)
=
'
Total Pile $eig&t
=
' * 2
x
200
Equipment Data:
Type of +ammer ,sed
=
Coefficient of Restit-tion
=
+iley "orm-la.
R
=
+ydra-lic +ammer * tons 0 !
W+/ (S1C2)
W&ere R
=
,ltimate pile capacity (Tonnes)
=
30
W
=
Weig&t of Ram (Tonnes)
=
*
+
=
+eig&t of "ree "all for Ram (mm)
=
176
S
=
Set P enetration of Pile P er 4lo$ (mm)
=
2 !
C
=
Temp orary 5lastic Compression (mm)
=
'
/
=
Ram Weig&t 1 (Coefficient of Restit-tion) Ram Weig&t 1 Total Pile Weig&t
=
0.84
+ence $e proposed set penetration = 20mm per last '0 6lo$s $it& &eig&t of Ram
=
200
mm
T&e a6o7e set penetration is calc-lated 6ased on +iley "orm-la T&e act-al set $ill depend on t&e soil condition at site
CALCULATION OF PILE SET USING HILEY F ORMULA Pile Data:
Type of Pile
=
Reinforced Concrete Pile
Pile Size (mm)
=
2!0
Pile Working Capacity (tonnes)
=
*!
"actor of Safety #llo$ed
=
2
%ept& of Penetration (m)
=
'
Total Pile $eig&t
=
2*
x
2!0
Equipment Data:
Type of +ammer ,sed
=
Coefficient of Restit-tion
=
+iley "orm-la.
R
=
+ydra-lic +ammer * tons 0!
W+/ (S1C2)
W&ere R
=
,ltimate pile capacity (Tonnes)
=
'!0
W
=
Weig&t of Ram (Tonnes)
=
*
+
=
+eig&t of "ree "all for Ram (mm)
=
317
S
=
Set Penetration of Pile Per 4lo$ (mm)
=
2!
C
=
Temporary 5lastic Compression (mm)
=
'
/
=
Ram Weig&t 1 (Coefficient of Restit-tion) Ram Weig&t 1 Total Pile Weig&t
=
0.78
+ence $e proposed set penetration = 20mm per last '0 6lo$s $it& &eig&t of Ram
=
350
mm
T&e a6o7e set penetration is calc-lated 6ased on +iley "orm-la T&e act-al set $ill depend on t&e soil condition at site
CALCULATION OF PILE SET USING HILEY F ORMULA Pile Data:
Type of Pile
=
Reinforced Concrete Pile
Pile Size (mm)
=
800
Pile Working Capacity (tonnes)
=
''0
"actor of Safety #llo$ed
=
2
%ept& of Penetration (m)
=
'
Total Pile $eig&t
=
8
x
800
Equipment Data:
Type of +ammer ,sed
=
Coefficient of Restit-tion
=
+iley "orm-la.
R
=
+ydra-lic +ammer * tons 0!
W+/ (S1C2)
W&ere R
=
,ltimate pile capacity (Tonnes)
=
220
W
=
Weig&t of Ram (Tonnes)
=
*
+
=
+eig&t of "ree "all for Ram (mm)
=
505
S
=
Set Penetration of Pile Per 4lo$ (mm)
=
2!
C
=
Temporary 5lastic Compression (mm)
=
'
/
=
Ram Weig&t 1 (Coefficient of Restit-tion) Ram Weig&t 1 Total Pile Weig&t
=
0.72
+ence $e proposed set penetration = 20mm per last '0 6lo$s $it& &eig&t of Ram
=
525
mm
T&e a6o7e set penetration is calc-lated 6ased on +iley "orm-la T&e act-al set $ill depend on t&e soil condition at site
CALCULATION OF PILE SET USING HILEY F ORMULA Pile Data:
Type of Pile
=
Reinforced Concrete Pile
Pile Size (mm)
=
200
Pile Working Capacity (tonnes)
=
!
"actor of Safety #llo$ed
=
2
%ept& of Penetration (m)
=
'
Total Pile $eig&t
=
'*2
x
200
Equipment Data:
Type of +ammer ,sed
=
Coefficient of Restit-tion
=
+iley "orm-la.
R
=
+ydra-lic +ammer 3 tons 0!
W+/ (S1C2)
W&ere R
=
,ltimate pile capacity (Tonnes)
=
30
W
=
Weig&t of Ram (Tonnes)
=
3
+
=
+eig&t of "ree "all for Ram (mm)
=
132
S
=
Set Penetration of Pile Per 4lo$ (mm)
=
2!
C
=
Temporary 5lastic Compression (mm)
=
'
/
=
Ram Weig&t 1 (Coefficient of Restit-tion) Ram Weig&t 1 Total Pile Weig&t
=
0.87
+ence $e proposed set penetration = 20mm per last '0 6lo$s $it& &eig&t of Ram
=
150
mm
T&e a6o7e set penetration is calc-lated 6ased on +iley "orm-la T&e act-al set $ill depend on t&e soil condition at site
CALCULATION OF PILE SET USING HILEY F ORMULA Pile Data:
Type of Pile
=
Reinforced Concrete Pile
Pile Size (mm)
=
2!0
Pile Working Capacity (tonnes)
=
*!
"actor of Safety #llo$ed
=
2
%ept& of Penetration (m)
=
'
Total Pile $eig&t
=
2*
x
2!0
Equipment Data:
Type of +ammer ,sed
=
Coefficient of Restit-tion
=
+iley "orm-la.
R
=
+ydra-lic +ammer 3 tons 0!
W+/ (S1C2)
W&ere R
=
,ltimate pile capacity (Tonnes)
=
'!0
W
=
Weig&t of Ram (Tonnes)
=
3
+
=
+eig&t of "ree "all for Ram (mm)
=
235
S
=
Set Penetration of Pile Per 4lo$ (mm)
=
2!
C
=
Temporary 5lastic Compression (mm)
=
'
/
=
Ram Weig&t 1 (Coefficient of Restit-tion) Ram Weig&t 1 Total Pile Weig&t
=
0.82
+ence $e proposed set penetration = 20mm per last '0 6lo$s $it& &eig&t of Ram
=
250
mm
T&e a6o7e set penetration is calc-lated 6ased on +iley "orm-la T&e act-al set $ill depend on t&e soil condition at site
CALCULATION OF PILE SET USING HILEY F ORMULA Pile Data:
Type of Pile
=
Reinforced Concrete Pile
Pile Size (mm)
=
800
Pile Working Capacity (tonnes)
=
''0
"actor of Safety #llo$ed
=
2
%ept& of Penetration (m)
=
'
Total Pile $eig&t
=
8
x
800
Equipment Data:
Type of +ammer ,sed
=
Coefficient of Restit-tion
=
+iley "orm-la.
R
=
+ydra-lic +ammer 3 tons 0!
W+/ (S1C2)
W&ere R
=
,ltimate pile capacity (Tonnes)
=
220
W
=
Weig&t of Ram (Tonnes)
=
3
+
=
+eig&t of "ree "all for Ram (mm)
=
370
S
=
Set Penetration of Pile Per 4lo$ (mm)
=
2!
C
=
Temporary 5lastic Compression (mm)
=
'
/
=
Ram Weig&t 1 (Coefficient of Restit-tion) Ram Weig&t 1 Total Pile Weig&t
=
0.76
+ence $e proposed set penetration = 20mm per last '0 6lo$s $it& &eig&t of Ram
=
400
mm
T&e a6o7e set penetration is calc-lated 6ased on +iley "orm-la T&e act-al set $ill depend on t&e soil condition at site
CALCULATION OF PILE SET USING HILEY F ORMULA Pile Data:
Type of Pile
=
Reinforced Concrete Pile
Pile Size (mm)
=
200
Pile Working Capacity (tonnes)
=
!
"actor of Safety #llo$ed
=
2
%ept& of Penetration (m)
=
'
Total Pile $eig&t
=
'*2
x
200
Equipment Data:
Type of +ammer ,sed
=
Coefficient of Restit-tion
=
+iley "orm-la.
R
=
+ydra-lic +ammer 8 tons 0!
W+/ (S1C2)
W&ere R
=
,ltimate pile capacity (Tonnes)
=
30
W
=
Weig&t of Ram (Tonnes)
=
8
+
=
+eig&t of "ree "all for Ram (mm)
=
487
S
=
Set Penetration of Pile Per 4lo$ (mm)
=
2!
C
=
Temporary 5lastic Compression (mm)
=
'
/
=
Ram Weig&t 1 (Coefficient of Restit-tion) Ram Weig&t 1 Total Pile Weig&t
=
0.71
+ence $e proposed set penetration = 20mm per last '0 6lo$s $it& &eig&t of Ram
=
500
mm
T&e a6o7e set penetration is calc-lated 6ased on +iley "orm-la T&e act-al set $ill depend on t&e soil condition at site
CALCULATION OF PILE SET USING HILEY F ORMULA Pile Data:
Type of Pile
=
Reinforced Concrete Pile
Pile Size (mm)
=
2!0
Pile Working Capacity (tonnes)
=
*!
"actor of Safety #llo$ed
=
2
%ept& of Penetration (m)
=
'
Total Pile $eig&t
=
2*
x
2!0
Equipment Data:
Type of +ammer ,sed
=
Coefficient of Restit-tion
=
+iley "orm-la.
R
=
+ydra-lic +ammer 8 tons 0!
W+/ (S1C2)
W&ere R
=
,ltimate pile capacity (Tonnes)
=
'!0
W
=
Weig&t of Ram (Tonnes)
=
8
+
=
+eig&t of "ree "all for Ram (mm)
=
924
S
=
Set Penetration of Pile Per 4lo$ (mm)
=
2!
C
=
Temporary 5lastic Compression (mm)
=
'
/
=
Ram Weig&t 1 (Coefficient of Restit-tion) Ram Weig&t 1 Total Pile Weig&t
=
0.62
+ence $e proposed set penetration = 20mm per last '0 6lo$s $it& &eig&t of Ram
=
950
mm
T&e a6o7e set penetration is calc-lated 6ased on +iley "orm-la T&e act-al set $ill depend on t&e soil condition at site
CALCULATION OF PILE SET USING HILEY F ORMULA Pile Data:
Type of Pile
=
Reinforced Concrete Pile
Pile Size (mm)
=
200
Pile Working Capacity (tonnes)
=
!
"actor of Safety #llo$ed
=
2
%ept& of Penetration (m)
=
'
Total Pile $eig&t
=
'*2
x
200
Equipment Data:
Type of +ammer ,sed
=
Coefficient of Restit-tion
=
+iley "orm-la.
R
=
+ydra-lic +ammer *! tons 0!
W+/ (S1C2)
W&ere R
=
,ltimate pile capacity (Tonnes)
=
30
W
=
Weig&t of Ram (Tonnes)
=
*!
+
=
+eig&t of "ree "all for Ram (mm)
=
162
S
=
Set Penetration of Pile Per 4lo$ (mm)
=
2!
C
=
Temporary 5lastic Compression (mm)
=
'
/
=
Ram Weig&t 1 (Coefficient of Restit-tion) Ram Weig&t 1 Total Pile Weig&t
=
0.85
+ence $e proposed set penetration = 20mm per last '0 6lo$s $it& &eig&t of Ram
=
175
mm
T&e a6o7e set penetration is calc-lated 6ased on +iley "orm-la T&e act-al set $ill depend on t&e soil condition at site
CALCULATION OF PILE SET USING HILEY F ORMULA Pile Data:
Type of Pile
=
Reinforced Concrete Pile
Pile Size (mm)
=
2!0
Pile Working Capacity (tonnes)
=
*!
"actor of Safety #llo$ed
=
2
%ept& of Penetration (m)
=
'
Total Pile $eig&t
=
2*
x
2!0
Equipment Data:
Type of +ammer ,sed
=
Coefficient of Restit-tion
=
+iley "orm-la.
R
=
+ydra-lic +ammer *! tons 0!
W+/ (S1C2)
W&ere R
=
,ltimate pile capacity (Tonnes)
=
'!0
W
=
Weig&t of Ram (Tonnes)
=
*!
+
=
+eig&t of "ree "all for Ram (mm)
=
292
S
=
Set Penetration of Pile Per 4lo$ (mm)
=
2!
C
=
Temporary 5lastic Compression (mm)
=
'
/
=
Ram Weig&t 1 (Coefficient of Restit-tion) Ram Weig&t 1 Total Pile Weig&t
=
0.79
+ence $e proposed set penetration = 20mm per last '0 6lo$s $it& &eig&t of Ram
=
300
mm
T&e a6o7e set penetration is calc-lated 6ased on +iley "orm-la T&e act-al set $ill depend on t&e soil condition at site
CALCULATION OF PILE SET USING HILEY F ORMULA Pile Data:
Type of Pile
=
Reinforced Concrete Pile
Pile Size (mm)
=
800
Pile Working Capacity (tonnes)
=
''0
"actor of Safety #llo$ed
=
2
%ept& of Penetration (m)
=
'
Total Pile $eig&t
=
8
x
800
Equipment Data:
Type of +ammer ,sed
=
Coefficient of Restit-tion
=
+iley "orm-la.
R
=
+ydra-lic +ammer *! tons 0!
W+/ (S1C2)
W&ere R
=
,ltimate pile capacity (Tonnes)
=
220
W
=
Weig&t of Ram (Tonnes)
=
*!
+
=
+eig&t of "ree "all for Ram (mm)
=
464
S
=
Set Penetration of Pile Per 4lo$ (mm)
=
2!
C
=
Temporary 5lastic Compression (mm)
=
'
/
=
Ram Weig&t 1 (Coefficient of Restit-tion) Ram Weig&t 1 Total Pile Weig&t
=
0.73
+ence $e proposed set penetration = 20mm per last '0 6lo$s $it& &eig&t of Ram
=
475
mm
T&e a6o7e set penetration is calc-lated 6ased on +iley "orm-la T&e act-al set $ill depend on t&e soil condition at site
CALCULATION OF PILE SET USING HILEY F ORMULA Pile Data:
Type of Pile
=
Reinforced Concrete Pile
Pile Size (mm)
=
200
Pile Working Capacity (tonnes)
=
!
"actor of Safety #llo$ed
=
2
%ept& of Penetration (m)
=
'
Total Pile $eig&t
=
'*2
x
200
Equipment Data:
Type of +ammer ,sed
=
Coefficient of Restit-tion
=
+iley "orm-la.
R
=
+ydra-lic +ammer !! tons 0!
W+/ (S1C2)
W&ere R
=
,ltimate pile capacity (Tonnes)
=
30
W
=
Weig&t of Ram (Tonnes)
=
!!
+
=
+eig&t of "ree "all for Ram (mm)
=
233
S
=
Set Penetration of Pile Per 4lo$ (mm)
=
2!
C
=
Temporary 5lastic Compression (mm)
=
'
/
=
Ram Weig&t 1 (Coefficient of Restit-tion) Ram Weig&t 1 Total Pile Weig&t
=
0.81
+ence $e proposed set penetration = 20mm per last '0 6lo$s $it& &eig&t of Ram
=
250
mm
T&e a6o7e set penetration is calc-lated 6ased on +iley "orm-la T&e act-al set $ill depend on t&e soil condition at site
CALCULATION OF PILE SET USING HILEY F ORMULA Pile Data:
Type of Pile
=
Reinforced Concrete Pile
Pile Size (mm)
=
2!0
Pile Working Capacity (tonnes)
=
*!
"actor of Safety #llo$ed
=
2
%ept& of Penetration (m)
=
'
Total Pile $eig&t
=
2*
x
2!0
Equipment Data:
Type of +ammer ,sed
=
Coefficient of Restit-tion
=
+iley "orm-la.
R
=
+ydra-lic +ammer !! tons 0!
W+/ (S1C2)
W&ere R
=
,ltimate pile capacity (Tonnes)
=
'!0
W
=
Weig&t of Ram (Tonnes)
=
!!
+
=
+eig&t of "ree "all for Ram (mm)
=
425
S
=
Set Penetration of Pile Per 4lo$ (mm)
=
2!
C
=
Temporary 5lastic Compression (mm)
=
'
/
=
Ram Weig&t 1 (Coefficient of Restit-tion) Ram Weig&t 1 Total Pile Weig&t
=
0.74
+ence $e proposed set penetration = 20mm per last '0 6lo$s $it& &eig&t of Ram
=
450
mm
T&e a6o7e set penetration is calc-lated 6ased on +iley "orm-la T&e act-al set $ill depend on t&e soil condition at site
CALCULATION OF PILE SET USING HILEY F ORMULA Pile Data:
Type of Pile
=
Reinforced Concrete Pile
Pile Size (mm)
=
800
Pile Working Capacity (tonnes)
=
''0
"actor of Safety #llo$ed
=
2
%ept& of Penetration (m)
=
'
Total Pile $eig&t
=
8
x
800
Equipment Data:
Type of +ammer ,sed
=
Coefficient of Restit-tion
=
+iley "orm-la.
R
=
+ydra-lic +ammer !! tons 0!
W+/ (S1C2)
W&ere R
=
,ltimate pile capacity (Tonnes)
=
220
W
=
Weig&t of Ram (Tonnes)
=
!!
+
=
+eig&t of "ree "all for Ram (mm)
=
687
S
=
Set Penetration of Pile Per 4lo$ (mm)
=
2!
C
=
Temporary 5lastic Compression (mm)
=
'
/
=
Ram Weig&t 1 (Coefficient of Restit-tion) Ram Weig&t 1 Total Pile Weig&t
=
0.67
+ence $e proposed set penetration = 20mm per last '0 6lo$s $it& &eig&t of Ram
=
700
mm
T&e a6o7e set penetration is calc-lated 6ased on +iley "orm-la T&e act-al set $ill depend on t&e soil condition at site