Very high loads
Capacity in the hundreds of tonnes is achievable without a large surface reaction system.
Foundation Testing
A pile load test that loads the pile against itself using an embedded jack, with no surface reaction system.
A hydraulic jack cell is placed within the pile; it pushes the upper shaft up and the lower shaft and base down so the two portions react against each other. High capacities can be tested without reaction piles or kentledge.
A bi-directional test places a sacrificial jack (load cell) inside the pile and pushes the shaft up and the base down against each other. The pile provides its own reaction, so very large loads can be tested without heavy frames or kentledge at the surface.
Capacity in the hundreds of tonnes is achievable without a large surface reaction system.
Suited to river, marine, congested and elevated sites.
Each resistance is measured directly.
Less heavy plant and kentledge to handle.
Locate the load cell at the level that balances shaft and base resistance.
Install the assembly with the reinforcement cage and concrete the pile.
Pump in stages, recording upward and downward movement.
Combine results into an equivalent pile-head load-settlement curve.
The cell stays in the pile and is normally grouted after the test.
It must be planned before the pile is constructed, since the cell is cast into it.
Tell us about your project — our engineering team will follow up on scope, instrumentation and approach.