LAND SHEET PILING
(Based on Marina Barrage Project experience)

With Hydraulic Hammer

PRODUCTION
RATE

CREW

PLANT

WORKING CONDITION

150-200 m (penetration)/rig.d,
or 3-4 m/rig.d (on plan)

- 1 charge hand
- 1 piling rig operator;
- 1 welder

- Diesel driven crawler type piling rig;
- 8-6 ton hydraulic drop hammer

- Soft to media sandy clay;
- 18m deep;
- 2 rigs working cooperatively: 1st (light weight hammer) pitching, 2nd (heavy weight hammer) tapping to the design level
- Drive in single sheet pile

With Vibro Hammer
PRODUCTION
RATE
CREW
PLANT
WORKING CONDITION
150 m (penetration)/rig.d,
or 3 m/rig.d (on plan)
- 1 charge hand;
- 1 crane operator;
- 2 vibro controllers
- Crawler crane;
- Vibro hammer: 12 ton for driving a pair of sheet pile, 8 ton for a single sheet pile
- Soft to media sandy clay;
- 18m deep;
- May also use 2 rigs working cooperatively: 1st (light weight hammer) pitching, 2nd (heavy weight hammer) tapping to the design level
- Usually driving in pair of sheet piles

 

Typical Photographs


Driving sheet pile using hydraulic hammer


Driving sheet pile using vibro hammer

CROSS REFERENCE
Sheet piling technologies