Polymer Slurry for Diaphragm Walls: Trial Trench, Mixing, QC and Concrete Readiness
Polymer support fluid can reduce mineral-solids loading and slurry-plant burden, but it requires an operating procedure designed for polymer rather than copied from bentonite practice.
Qualification
Use actual site water and representative ground. Where the applicable project standard requires a full-scale trial trench or comparable documented experience, treat that as part of the support-fluid design rather than a sales demonstration.
Mixing
POLYWELL requires controlled wetting and fisheye prevention; DRILL-WELL requires accurate liquid metering. Use actual tank volume and record all additions.
QC
Create polymer-specific density, Marsh, pH and solids criteria. Do not copy bentonite limits. Density trend is especially important because fresh polymer contains little mineral solid.
Solids management
Depending on the polymer and soil, settlement and selective fluid exchange can be more important than continuous suspension/desanding. Review pumps and high-shear equipment for polymer compatibility.
Concrete readiness
Final panel condition depends on representative lower slurry, sediment, joint cleanliness and the approved concrete procedure. Separate concrete-contaminated recovered fluid from the clean polymer circuit.
Polymer diaphragm-wall routes
Qualify powder or liquid polymer as a complete site process.
