How to Run a Polymer Slurry Trial for Bored Piles: Site Test Procedure
A polymer trial should answer whether the complete support-fluid process can construct the project piles reliably and economically. It should not be a demonstration of Marsh viscosity alone.
Phase 1 — Site inputs
Use actual site water and representative soil. Record pH and, where relevant, hardness, conductivity and salinity. Select a trial location that contains the formation controlling project risk.
Phase 2 — Plant batch
Prepare a realistic batch with site equipment. Record actual m³, POLYWELL kg or DRILL-WELL litres, mixing sequence and fresh density/Marsh/pH baseline.
Phase 3 — Trial excavation
Log depth, formation, slurry level, loss rate, density, Marsh, pH and sand at important formation changes. Record every product addition and treated volume.
Phase 4 — Cleaning and pre-concrete
Verify bottom sediment separately from slurry QC. Obtain the representative final sample required by the project. A stable excavation is not sufficient evidence of trial success.
Phase 5 — Review
Use PASS/REVIEW/FAIL under mixing, bore support, slurry management, bottom cleaning and economics. Avoid one artificial overall score that could hide a critical failure.
The final output should be a production method statement: approved water source, starting treatment, mixing procedure, QC windows, treatment rules, cleaning sequence and replacement triggers.
Trial POLYWELL or DRILL-WELL as a complete process
A useful trial produces a repeatable production procedure, not just a product result.
