Ground engineering · Sand piles & stone columns
Stone columns (Priebe) calculator
Area replacement ratio and basic settlement improvement factor for a stone column grid.
Standard: Priebe (1995) basic improvement factor n0
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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 |
|---|---|---|
| Column diameter | 0.8 | m |
| Column spacing | 2 | m |
| Grid | Triangular | |
| Stone friction angle φc | 40 | ° |
| Unimproved settlement | 150 | mm |
| Target settlement | 70 | mm |
Worked example — results
| Result | Value | Unit |
|---|---|---|
| Column area Ac | 0.503 | m² |
| Unit cell area A | 3.464 | m² |
| Area ratio Ac/A | 0.145 | |
| Kac = tan²(45 − φc/2) | 0.217 | |
| Improvement factor n0 | 1.80 | |
| Improved settlement s0/n0 | 83 | mm |
| Equivalent unit cell diameter | 2.10 | m |
- ✗ Improved settlement ≤ target
Method, formulas and assumptions
- Ac/A = πd²/4 ÷ (0.866s² triangular or s² square)
- n0 = 1 + (Ac/A)·[(5 − Ac/A)/(4Kac(1 − Ac/A)) − 1] (μs = 1/3)
- Basic factor only: Priebe's corrections for column compressibility and overburden are not applied
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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.