Site investigation · Laboratory: soil classification
Specific gravity (pycnometer) calculator
Two-trial lab sheet for soil particle density with temperature correction to 20 °C and repeatability check.
Standard: AS 1289.3.5.1 · small pycnometer
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Inputs in the worked example
The live calculator starts with these values; change any of them and every result, check and diagram updates instantly.
| Input | Value | Unit |
|---|---|---|
| Trial 1: pycnometer m1 | 52.4 | g |
| Trial 1: + dry soil m2 | 77.4 | g |
| Trial 1: + soil + water m3 | 168.12 | g |
| Trial 1: + water m4 | 152.5 | g |
| Trial 2: m1 | 51.9 | g |
| Trial 2: m2 | 76.95 | g |
| Trial 2: m3 | 167.58 | g |
| Trial 2: m4 | 151.9 | g |
| Water temperature | 24 | °C |
Worked example — results
| Result | Value | Unit |
|---|---|---|
| Gs trial 1 at 24 °C | 2.665 | |
| Gs trial 2 at 24 °C | 2.673 | |
| ρw(T) / ρw(20 °C) | 0.99909 | |
| Gs at 20 °C (mean) | 2.667 | |
| Difference between trials | 0.008 |
- ✓ Trials agree within 0.03 — Δ = 0.008
- ✓ Typical mineral soil range 2.55–2.85
Method, formulas and assumptions
- Gs,T = (m2 − m1) / [(m4 − m1) − (m3 − m2)]
- Gs,20 = Gs,T × ρw(T)/ρw(20 °C), ρw from the Tanaka (2001) water-density equation
- Report the mean of two trials; repeat if they differ by more than 0.03 (check the current AS 1289.3.5.1 limits)
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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.