Pile Installation Productivity
Number of bored pile that can be installed per day |
|
| Pile diameter, or pile width, or sheet pile width |
m
|
| Pile length |
m
|
| Geotechnical conditions - SPT (N-value x 2) - blows/300mm ** |
kPa
|
| Socket material strength of socket UCS(MPa) * |
MPa
|
| Engine (kw) or vibro weight(t) x 25 |
kw
|
Splicing time frames |
| Production rates relative to piling methodology | Value | Unit | Concrete | Unit |
| Bored Piles | 0 | no/shift | 0 | m3/day |
| Bored Piles with Casings | 0 | no/shift | 0 | m3/day |
| CFA Bored Piles | 0 | no/shift | 0 | m3/day |
| Driven H Piles | 0 | no/shift | ||
| Driven Tubes Piles with shoe | 0 | no/shift | ||
| Precast Concrete Piles | 0 | no/shift | ||
| Vibro Replacement | 0 | no/shift | ||
| Sheet Pile Wall | 0 | no/shift | ||
| Secant Pile Wall | 0 | no/shift | 0 | m3/day |
| Diaphragm Wall | 30-50 | m3/shift | 30-50 | m3/day |
| Soldier Pile Wall | 0 | no/shift | ||
| Contiguous Pile Wall | 0 | no/shift | 0 | m3/day |
| Soil Mix/Slurry Wall | 100-160 | m3/shift | 100-160 | m3/day |
References:
- ** Cource materials = SPT N-value(blows/300mm) x2 or fine materials = Cohesive strength (kPa)
- * Rock - Unconfined uniaxial compressive strength qu (MPa)
- It's important to match the piling equipment with the task at hand Splicing man-hours
