Compaction of Fill Simulator — Equivalent passes, Dry density & Wet density Interactive

A vibratory roller traverses a loose fill lift.

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About this tool — how it works & FAQ

About the Compaction of Fill Simulator

A vibratory roller traverses a loose fill lift. Grain spacing and lift thickness respond to the calculated dry density; moisture controls the achievable density, and live readouts compare the result with a selected percentage of laboratory maximum.

What the simulator shows

• 3D scene parts: Vibratory roller; compacted lift cutaway; soil grain and air-void markers; moisture and density station; compaction acceptance gauge. • Controls: Water content (5–25 %); Assumed optimum water content (8–18 %); Laboratory maximum dry density (1700–1950 kg/m³); Selected relative compaction target (90–98 %); Roller pass rate multiplier (0.5–2 ×). • Live readouts: Equivalent passes; Dry density (kg/m³); Wet density (kg/m³); Relative compaction (%); Moisture-limited potential (kg/m³); Zero-air-void dry density (kg/m³); Void ratio. • Guided experiments: Near optimum; Wet fill; Dry of optimum. • Four tabs (visual laboratory, curves and measurements, experiments, learn and assess), a model-verification run, a timestamped event log and a trial report.

The model equations

ρwet=ρdry(1+w); relative compaction=100ρdry/ρmax ρZAV=Gsρw/(1+wGs), Gs=2.65 Potential=min[0.98ρZAV,ρmax exp(−((w−wopt)/13%)²)], bounded below by initial 1300 ρdry=1300+(potential−1300)[1−exp(−passes/2.5)]

Model limits and how to explore

Empirical illustrative moisture/pass model, not a Proctor prediction or equipment specification. Constant dry soil mass, Gs=2.65, loose dry density 1300 kg/m³. Potential is limited below the zero-air-void line. No field moisture transport, lift heterogeneity or discrete-grain forces. Passes are equivalent cumulative exposure, and visual vibration is enlarged. Try the preset experiments, then compare the live readouts with the equations.

Frequently asked questions

Is wet density equal to dry density?

No. Wet density includes water mass: ρwet=ρdry(1+w).

Can modeled dry density exceed zero-air-void density?

No. The achievable potential is explicitly capped below that line.

What does this simulator not model?

Empirical illustrative moisture/pass model, not a Proctor prediction or equipment specification. Constant dry soil mass, Gs=2.65, loose dry density 1300 kg/m³. Potential is limited below the zero-air-void line. No field moisture transport, lift heterogeneity or discrete-grain forces. Passes are equivalent cumulative exposure, and visual vibration is enlarged.

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