Geoss Good Practice For Installation Of Jacked Foundation Piles In Singapore Upd Jun 2026
The and Building and Construction Authority (BCA) set standards for the equipment used by specialist builders:
: A percentage of completed piles must undergo High-Strain Dynamic Testing (PDA) and Static Load Testing (SLT) to validate that the actual pile capacity matches design assumptions. Conclusion
It is a recommended practice to achieve two consistent sets before termination. 2. Operational Good Practices
Artificially inflates or reduces short-term resistance readings. The and Building and Construction Authority (BCA) set
Jacked piling utilizes a hydraulic jacking system to press pre-formed piles (such as prestressed concrete spun piles or RC piles) into the ground using a dead weight (kentledge) for reaction. While the market now supports machines with capacities up to 800 tonnes, GeoSS recommends operating these machines at no more than 75% of their maximum capacity to maintain safety and efficiency. Course Hero Installation and Termination Criteria
If penetrating consolidating soft soil, designers must account for potential downdrag forces (negative skin friction) that may reverse the direction of force in the long term. 3. Termination and "Set" Criteria In Singapore, piles are typically jacked with a force ( Pjcap P sub j
Contractors must document the initial state of neighboring structures within the zone of influence. While primarily designed for impact-driven piles
: Jacking machines in Singapore typically have capacities up to 800 tonnes . It is recommended to use machines at only 75% of their maximum capacity to maintain stability. Force Application : The pile is jacked with a force ( cap P sub j ) adjusted in steps, typically reaching 2 to 2.5 times the working load (WL) Verticality
: Surrounding buildings and utilities must be fitted with tiltmeters, settlement markers, and vibration sensors. Real-time data feeds establish Alert, Action, and Operational (AAA) logs to trigger immediate stops if ground movement exceeds thresholds.
: Under no circumstances should the pile incline deviate by more than 1 in 75 from the true vertical position. Real-time data feeds establish Alert
Piles should be pressed smoothly to minimize soil setup effects during pauses.
Jacked piling is significantly quieter than impact driving. In residential areas, jack-in piles are preferred specifically to minimise disturbance because they do not cause vibration and noise compared to other piling tools. Nevertheless, noise monitoring may be required near noise-sensitive receptors such as hospitals and schools.
While primarily designed for impact-driven piles, Dynamic Load Testing (PDA) is selectively adapted for jacked piles in Singapore to quickly verify structural integrity and capacity. Gages are attached to the pile head, and a drop hammer delivers a dynamic impact to generate force and velocity wave traces. Low Strain Integrity Testing (PIT)
For jacked piles, pre-construction geophysical surveys can identify obstructions that might otherwise cause pile refusal or damage.