For jacked piles, termination—the point at which jacking stops—is typically based on:
) Calibration : The pile is pressed down with a force systematically adjusted in steps to a final value of .
. This includes verifying the geotechnical bearing capacity of the kentledge base itself to prevent sudden settlement or instability during testing. Course Hero used for spun piles in Singapore? For jacked piles, termination—the point at which jacking
All jacked piles should be installed to an appropriate depth into a suitable bearing stratum as determined by the geotechnical engineer or local practice.
:
Both load gauges and pressure gauges on the jacking rig must be calibrated to ensure accurate force application.
In areas with known subsurface hazards—such as the limestone terrain of western Singapore—BCA, IES, ACES, and GeoSS have jointly issued new guidelines that bring together industry best practices into a single, risk-based framework. Key recommendations include: Course Hero used for spun piles in Singapore
The system monitors verticality continuously in two orthogonal directions using digital spirit levels or transit theodolites.
[ Hydraulic Jacking Rig ] │ ▼ (Jacking Force: Pj = 2.0 to 2.5 x WL) ┌─────────────────┐ │ Piling Segment │ └─────────────────┘ │ ▼ (Displaces soil laterally) =================== ◄── Ground Level │ ▼ (Driven to Practical Refusal) 1. Key Engineering Parameters The Jacking Force ( Pjcap P sub j In areas with known subsurface hazards—such as the
Jacked piles are installed using hydraulic pressure to push precast concrete or steel piles into the ground, displacing soil laterally without excavation. Although they offer significant environmental benefits—low noise and negligible vibration—they are not without construction risks. Past projects in Singapore have recorded issues such as and pile heave , which can compromise foundation adequacy if not detected early. To address these challenges, Singapore has issued a joint BCA/IES/ACES/GeoSS circular (APPBCA-2022-15) mandating that the design and construction of driven or jacked piles comply with Eurocode 7 and BS EN 12699 .