Ground engineering · Ground improvement
Geotextile filter criteria calculator
Retention (O95 ≤ B·D85) with B from Cu, permeability kg ≥ ks (critical ×10), and permittivity.
Standard: FHWA NHI-07-092 (Carroll / Christopher & Holtz)
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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 |
|---|---|---|
| Soil D85 | 0.3 | mm |
| Soil Cu | 5 | |
| Geotextile O95 (AOS) | 0.21 | mm |
| Soil permeability | 0.00001 | m/s |
| Geotextile permeability | 0.0003 | m/s |
| Critical application? | No (kg ≥ ks) |
Worked example — results
| Result | Value | Unit |
|---|---|---|
| B (Cu ≤ 2 or ≥ 8: 1; 2–4: 0.5Cu; 4–8: 8/Cu) | 1.60 | |
| Max O95 = B D85 | 0.480 | mm |
| Required kg | 0.000 | m/s |
- ✓ Retention
- ✓ Permeability
Method, formulas and assumptions
- B (Cu ≤ 2 or ≥ 8: 1; 2–4: 0.5Cu; 4–8: 8/Cu) = IF(OR(5<=2,5>=8),1,IF(5<=4,0.5*5,8/5)) = 1.6
- Max O95 = B D85 = 1.6*0.3 = 0.48 mm
- Required kg = 1.000e-5*IF(0=1,10,1) = 1.000e-5 m/s
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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.