Construction methods · Site investigation and testing
Static pile load test
The definitive proof of a pile: load a test pile in steps to 1.5-2.5 times its working load and measure settlement. Everything else is an estimate; this is a measurement.
Also called: maintained load test, kentledge test, reaction pile test
Concept diagram (TheBridgeEng)
How it is done
Install a test pile identical to the production piles, ideally before production starts so the design can still change.
Provide reaction: kentledge (dead weight) or reaction piles with a crossbeam.
Load in maintained steps, holding each until settlement stabilises, to a proof load or to failure.
Instrument with strain gauges down the shaft to separate shaft and base resistance; interpret with Davisson, Chin or the local code method.
Where it fits
Any project with more than a few dozen piles or with uncertain ground; contractual acceptance testing.
New pile types or ground the contractor has not worked in.
Where it does not
Testing a pile that is not representative (different length, different installation method).
Plant, pace and money
PlantKentledge of 500-3,000 t or reaction piles, hydraulic jacks, load cell, dial gauges or LVDTs on a reference beam.
ProductivityTwo to five days per test including setup; reaction systems for large piles take a week.
CostUSD 60,000-250,000 per test on land; double or more over water. The game charges this in the load-test step and in return converts ground surprises into quiet adjustments.
Risks and controls
What goes wrong
Kentledge instability, jack misalignment, testing too early after installation (setup effects in clay, relaxation in dense sand).
Quality assurance
Calibrated jacks and load cells, reference beams shaded from sun, test reports with load-settlement and strain distributions.
Examples
Sea bridge projects commonly run two or three static tests per foundation type; O-cell tests replace kentledge for very large shafts.