The document describes the process of installing sheet piles for a construction project. It involves: 1) Driving steel sheet piles into the ground using a vibro hammer to create barriers and stabilize the soil for excavation work. 2) Excavating the soil in phases to the required depth for piling and pile cap construction. 3) Installing guide beams and bracing to ensure the sheet piles are driven straight according to the design plan.

2. Steel Plate
Existing Ground
Vibro Hammer
Chuck
Sheet Pile FSP-III

3. Lokasi Pancang

4. Handling SSP

6. Bore Pile
Existing Ground
 Plat Landasan Baja : untuk menahan
alat berat dalam proses pekerjaan

7. Stock Yard Pile
Existing Right Side/EB
Project Area
Pagar Proyek
Steel Sheet
Pile
Steel
Sheet Pile
Existing Ground
VERY SOFT CLAY
FAT CLAY
Steel Sheet Pile
Plat
Landasan

8. Plat
Landasan
SSP
VERY SOFT CLAY
FAT CLAY
Existing Ground
Posisi Sheet Pile
Pagar Proyek
Guide Beam
Guide Beam
Existing Right Side/EB
Project Area
Plat
Landasan
SSP

9. VERY SOFT CLAY
FAT CLAY
Existing Ground
Pagar Proyek
Setting SSP
Existing Right Side/EB
Project Area
Angkat SSP
Plat
Landasan
SSP

10. Driving
Steel Plate
Existing Ground
Vibro Hammer
Chuck
Sheet Pile FSP-III
Vibro Hammer
Chuck

11. VERY SOFT CLAY
FAT CLAY
Steel Sheet Pile
Existing Ground
Project Area
Pagar Proyek
Guide Beam
Pemancangan SSP
Area
Pekerjaan
PILECAP
 Area pemancangan direncanakan
berjarak 1m dari sekeliling
pekerjaan Pilecap. Khusus untuk
proteksi jalan dan Utilitas : berjarak
5cm dari pekerjaan pilecap
 Kedalaman turap yang tertanam
minimal sedalam hasil D. actual dari
perhitungan dan perencanaan Sheet
Pile.
 P adalah Panjang Sheet Pile yang
akan digunakan.
Existing Right Side/EB
D. actual
P
Plat
Landasan
SSP
Vibro

12. VERY SOFT CLAY
FAT CLAY
Steel Sheet Pile
Existing Ground
Project Area
Pagar Proyek
Guide Beam
Area
Pekerjaan
PILECAP
 Kelurusan pemancangan SSP
dibantu dengan guide frame dan
tim survey sesuai gambar kerja.
 Perhatikan pemasangan
interlock-nya agar SSP saling
berikatan
Existing Right Side/EB
D. actual
P
Pindah
Lokasi
Plat
Landasan
SSP
Interlock

13. Posisi Interlock SSP Bagian Sudut
Interlock
Sudut

14. VERY SOFT CLAY
FAT CLAY
Steel Sheet Pile
Existing Ground
Project Area
Pagar Proyek
Area
Pekerjaan
PILECAP
Existing Right Side/EB
D. actual
Steel
Sheet
Pile
 Pemasangan Pengaku Sheet Pile
menggunakan Steel Waller Beam
Type U-250 berjarak 50cm dari atas
Sheet Pile.
Steel Waller
Beam
Plat
Landasan
Steel Waller
Beam Type U-250

15. VERY SOFT CLAY
FAT CLAY
Steel Sheet Pile
Existing Ground
Project Area
Pagar Proyek
Area
Pekerjaan
PILECAP
Existing Right Side/EB
D. actual
Steel
Sheet
Pile
 Pelepasan guide frame
 Demobilisasi alat berat
Demobilisasi
Plat
Landasan
Hasil Pemancangan
SSP

16. Posisi SSP Setelah Pancang

17. Existing Ground
Excavation Phase-1
Excavation Phase-2
Sheet Pile
Existing Ground
Excavation Phase-1
Excavation Phase-2
Sheet Pile

18. PC Bar Cut-off Elevation
Cut-off Pile Elevation
Bottom Pilecap Elevation
Bottom Lean Concrete Elevation
Bottom Blinding Stone Elevation
0.75
0.10
0.10
0.20

19. Tegangan Tanah Pasif (sp)
H = 3,00 m
2,58 m
3,00 m
Very soft clay
?1 = 15,5 kN/m3
1 = 0 o
c1 = km2 PILE CAP
GWL
q = 1 t/m3
Perencanaan Awal
Very soft clay
?2 = 15 kN/m3
2 = 0 o
c2 = km2
D
EL. +1.073
Eg. +1.573
TOP OF PILE CAP
MUKA TANAH
0,42 m
D D
Tegangan Tanah Aktif (sa)
Hasil Rencana SSP (P.min = 7 m)
Very soft clay
?1 = 15,5 kN/m3
1 = 0 o
c1 = km2 PILE CAP
GWL
q = 1 t/m3
Very soft clay
?2 = 15 kN/m3
2 = 0 o
c2 = km2
EL. +1.073
Eg. +1.573
TOP OF PILE CAP
MUKA TANAH
H = 3,00 m Galian
D = 4,00 m
P = 7,00 m
Area Pilecap
Tegangan Tanah Pasif (sp)
Tegangan Tanah Aktif (sa)
Very soft clay
?1 = 15,5 kN/m3
1 = 0 o
c1 = km2 PILE CAP
GWL
q = 1 t/m3
Very soft clay
?2 = 15 kN/m3
2 = 0 o
c2 = km2
EL. +1.073
Eg. +1.573
TOP OF PILE CAP
MUKA TANAH
H = 3,00 m
D = 4,00 m
Pt = 5,00 m
12,00 m
Galian
Area Pilecap

20. Ea1
Ep2
Ep1
2,86 m + D
1
2D
1
3D
Distribusi Tegangan Tanah
Aktif (sa)
Distribusi Tegangan Tanah
Pasif (sp)
0,86 m + D
1
2D
1
3D
Ea2
Ea3
Ea4

21. SOFT CLAY
STIFF CLAY
A
N
E
K
A
SOIL AUGER

22. Existing Right Side/EB
Project Area Sheet Pile
Stock Pile
Pile Driving Rig
Pile Driving Direction

23. Excavation Phase-1
Excavation Phase-2

24. Excavation Phase-1
Excavation Phase-2

25. Existing Ground
Excavation Phase-1
Excavation Phase-2

26. Existing Ground
Excavation Phase-1
Excavation Phase-2
Sheet Pile

27. Existing Ground
Excavation Phase-1
Excavation Phase-2
Sheet Pile

28. PC Bar Cut-off Elevation
Cut-off Pile Elevation
Bottom Pilecap Elevation
Bottom Lean Concrete Elevation
Bottom Blinding Stone Elevation
0.75
0.10
0.10
0.20

31. Existing Right Side/EB
Project Area Sheet Pile
Project Fence

32. START
FINISH
Existing Traffic (RS/EB)
Sheet Pile Driving Direction

33. Existing Traffic (RS/EB)
Stair for Climbing Up/Down
Up/Down Stair
n Stair

34. Sheet Pile Driving Direction
Existing Traffic (RS/EB)

35. Sheet Pile Driving Direction
Existing Traffic (RS/EB)
Sheet
Pile
Driving
Direction
START
FINISH
PROJECT FENCE

38. Existing Ground
Excavation Phase-1
Excavation Phase-2

39. Existing Ground
Excavation Phase-1
Excavation Phase-2
Sheet Pile

40. Existing Ground
Excavation Phase-1
Excavation Phase-2
Sheet Pile

41. PC Bar Cut-off Elevation
Cut-off Pile Elevation
Bottom Pilecap Elevation
Bottom Lean Concrete Elevation
Bottom Blinding Stone Elevation
0.75
0.10
0.10
0.20

44. Existing Right Side/EB
Project Area Sheet Pile
Project Fence

45. START
FINISH
Sheet Pile Driving Direction
Existing Traffic (RS/EB)

46. Existing Traffic (RS/EB)
Stair for Climbing Up/Down
Up/Down Stair
n Stair

47. Sheet Pile Driving Direction
Existing Traffic (RS/EB)

48. Sheet Pile Driving Direction
Existing Traffic (RS/EB)
Sheet
Pile
Driving
Direction
START
FINISH
PROJECT FENCE

49. Existing Right Side/EB
Project Area Sheet Pile
Stock Pile
Pile Driving Rig
Pile Driving Direction

52. 14500
500 13500 500
200 14500
500
13500
500
G1 G2 G3 G4
C
L PIER (N) C
L PIER (S)
1900 3 @3566.7 = 10700 1900 1900
3 @3566.7 = 10700
1900
+2%
G1
G2
G3
G4
+2%
FG. +10.050
FG. +10.320
FG. +10.050
FG. +10.320
El. +2.187

53. Excavation Phase-1
Excavation Phase-2
Excavation Phase-3

54. Excavation Phase-1
Excavation Phase-2
Excavation Phase-3
SHEET PIL
SHEET PIL
DOLKEN

56. Start
(RS)
Finish
(RS)
Start
(RS)
Finish
(LS)
Existing Arterial Road
RS (EB)
Existing Arterial Road
LS (WB)

57. SHEET PILE
SHEET PILE
DOLKEN

58. SHEET PILE
SHEET PILE
DOLKEN

59. SHEET PILE
SHEET PILE
DOLKEN

60. Existing Ground
Vibro Hammer
Chuck
Lifting
Steel Plate
Sheet Pile FSP-III
Existing Ground
Vibro Hammer
Chuck
Driving
Steel Plate
Sheet Pile FSP-III

61. Using suitable existing soil
material (below -3m don’t have to
be compacted
Using suitable existing soil
material, above -3m (must be
compact layer by layer @ 20cm
thick)
Or

62. PC Spun Pile
5 m 5 m
Vibro Roller

63. 3cm
3cm
L = 4 m
15 ~ 20 cm