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.

InputValueUnit
Soil D850.3mm
Soil Cu5
Geotextile O95 (AOS)0.21mm
Soil permeability0.00001m/s
Geotextile permeability0.0003m/s
Critical application?No (kg ≥ ks)

Worked example — results

ResultValueUnit
B (Cu ≤ 2 or ≥ 8: 1; 2–4: 0.5Cu; 4–8: 8/Cu)1.60
Max O95 = B D850.480mm
Required kg0.000m/s
soil D85 0.3 mmgeotextile O95 0.21 mmretention O95 ≤ 0.480 mm · kg ≥ 0.000010 m/s00.5limit 1.0Retention0.44 PASS
Diagram for the worked example

Method, formulas and assumptions

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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.