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Geotextile Soil Retention (AOS) & Permittivity Predictor

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See what it looks like

Retention and permeability pull in opposite directions. A geotextile that satisfies only one of them either clogs or lets the soil through.

Geotextile Fabric
mm
mm
m/s
Soil Retained
mm
m/s
Design Condition Hydraulics
m

Retention Ratio (O95 / D85)

— ×

Common criterion for stable soils is at or below 1

Filtration Check

Permeability Ratio (fabric / soil)
— ×
Permittivity
— 1/s
Flow Rate at Design Head
— L/s per m²
Flow Rate
— L/h per m²
Soil Particles per Opening
— ×

Decision-support only. Retention criteria vary with soil gradation, plasticity and whether flow is steady or cyclic, and a dispersive or gap-graded soil needs a stricter rule than the general one. Confirm against the governing design standard for the works.

Using this calculator

About the Geotextile Soil Retention (AOS) & Permittivity Predictor

The formula

This is the expression the tool evaluates. Every term is named underneath, with the unit it must be supplied in.

Retention Ratio (O95 / D85)
retentionRatio = f( o95, thickness, fabricPermeability, soilD85, soilPermeability, hydraulicHead )

Each input feeds the expression evaluated in the browser; the symbol table below names every term and its unit.

Symbols used above
SymbolStands forUnit
o95Apparent Opening Size (O95)mm
thicknessFabric Thicknessmm
fabricPermeabilityFabric Permeabilitym/s
soilD85Soil D85 Particle Sizemm
soilPermeabilitySoil Permeabilitym/s
hydraulicHeadHydraulic Headm
retentionRatioRetention Ratio (O95 / D85)×
permeabilityRatioPermeability Ratio (fabric / soil)×
permittivityPermittivity1/s
flowRateFlow Rate at Design HeadL/s per m²
flowPerHourFlow RateL/h per m²
openingsPerD85Soil Particles per Opening×

How the result is derived

Step by step, from the values you type to the figure on screen.

  1. The 6 inputs are read from the form on every keystroke: Apparent Opening Size (O95), Fabric Thickness, Fabric Permeability, Soil D85 Particle Size, Soil Permeability and Hydraulic Head.
  2. Each value is checked against the accepted range in the input table below. A value outside its range stops the calculation rather than producing a misleading figure — the results blank out and a message appears.
  3. The validated values are substituted into the expression above, which resolves Retention Ratio (O95 / D85) together with every supporting figure in one pass — no value is carried over from a previous entry.
  4. The supporting outputs — Permeability Ratio (fabric / soil), Permittivity, Flow Rate at Design Head, Flow Rate and Soil Particles per Opening — come from the same pass, so they always describe the same case as the headline figure.
  5. Results are rounded for display only. The full-precision value is used throughout the chain, so reading a rounded intermediate figure back into the tool by hand can shift the last digit.

What each input means

Where to read each value on the floor, the unit it must be in, and the range the tool accepts.

InputUnitAccepted rangeDefaultWhat it means
Apparent Opening Size (O95)mm0.01 to 5 mm0.212
Fabric Thicknessmm0.1 to 30 mm2
Fabric Permeabilitym/s0 to 0.1 m/s0.0003
Soil D85 Particle Sizemm0.001 to 100 mm0.45
Soil Permeabilitym/s0 to 0.1 m/s0
Hydraulic Headm0.001 to 20 m0.05

What the tool returns

The headline figure and every supporting value it is built from.

OutputUnitWhat it tells you
Retention Ratio (O95 / D85) (headline result)×Common criterion for stable soils is at or below 1
Permeability Ratio (fabric / soil)×
Permittivity1/s
Flow Rate at Design HeadL/s per m²
Flow RateL/h per m²
Soil Particles per Opening×

Worked example

Given

Apparent Opening Size (O95)
0.212 mm
Fabric Thickness
2 mm
Fabric Permeability
0.0003 m/s
Soil D85 Particle Size
0.45 mm
Soil Permeability
0 m/s
Hydraulic Head
0.05 m

The tool loads with this case already solved — the Retention Ratio (O95 / D85) shown above is its answer. Change one value and the difference from this baseline is the sensitivity of the result to that variable.

How to use it

  1. Work through the input groups in order — Geotextile, Soil and Design Condition. The defaults are a realistic case, so you can change one value at a time and watch what moves.
  2. There is no calculate button. Every figure recalculates as you type or drag, which is what makes this usable for a what-if sweep rather than a single answer.
  3. Read Retention Ratio (O95 / D85) in the dark results panel — that is the headline figure, expressed in ×.
  4. Check the supporting rows underneath (Permeability Ratio (fabric / soil), Permittivity, Flow Rate at Design Head, Flow Rate and Soil Particles per Opening) before acting on the headline — they are where an implausible input usually shows itself first.
  5. Reset to defaults returns every field to the reference case, which is the quickest way to check whether a surprising result came from the tool or from an input you had changed earlier.

Where this is used

  • Process planning — establishing Retention Ratio (O95 / D85) before a trial is booked, so machine time and material in Nonwovens & Technical Textiles are committed against a calculated figure rather than an estimate.
  • Costing and quotation — Retention Ratio (O95 / D85) is an input to the cost sheet, and quoting from a worked number rather than a remembered one is what keeps a margin intact.
  • Troubleshooting — when the floor result drifts from plan, entering the measured values (starting with Apparent Opening Size (O95)) shows how much of the gap in Retention Ratio (O95 / D85) each variable explains.
  • Teaching and study — the accepted ranges bracket normal Nonwovens & Technical Textiles practice, so moving one variable at a time shows the shape of the relationship rather than a single answer.

Assumptions and limits

  • Decision-support only. Retention criteria vary with soil gradation, plasticity and whether flow is steady or cyclic, and a dispersive or gap-graded soil needs a stricter rule than the general one. Confirm against the governing design standard for the works.
  • Every input is bounded to the range normal practice occupies (Apparent Opening Size (O95) 0.01 to 5 mm, Fabric Thickness 0.1 to 30 mm and Fabric Permeability 0 to 0.1 m/s, and so on for the rest). Those bounds are guard rails against typing errors, not a claim that the formula fails one unit outside them.
  • The calculation is deterministic: the same inputs always give the same result. It carries no allowance for machine condition, operator skill, ambient conditions or lot-to-lot material variation unless an input above explicitly represents one.
  • Nothing is sent anywhere. The maths runs in your browser, so the numbers you type never leave the page.

Questions people ask

What do I need to know before using the Geotextile Soil Retention (AOS) & Permittivity Predictor?

Have these to hand: Apparent Opening Size (O95), Fabric Thickness, Fabric Permeability, Soil D85 Particle Size, Soil Permeability and Hydraulic Head. With those entered, the tool returns Retention Ratio (O95 / D85) immediately.

What exactly is Retention Ratio (O95 / D85)?

Common criterion for stable soils is at or below 1. It is reported in ×. It is derived from Apparent Opening Size (O95), Fabric Thickness, Fabric Permeability, Soil D85 Particle Size, Soil Permeability and Hydraulic Head, and is the figure the rest of the Nonwovens & Technical Textiles calculation is built around.

Which units does this calculator expect?

Enter Apparent Opening Size (O95) in mm, Fabric Thickness in mm, Fabric Permeability in m/s, Soil D85 Particle Size in mm, Soil Permeability in m/s and Hydraulic Head in m. Mixing unit systems is the most common cause of a result that looks an order of magnitude wrong — convert before typing, not after reading.

What are the other figures under the main result?

They are the intermediate quantities the calculation passes through: Permeability Ratio (fabric / soil), Permittivity, Flow Rate at Design Head, Flow Rate and Soil Particles per Opening. They are shown because a headline number nobody can trace is a number nobody trusts — checking them against your own expectation is the fastest way to confirm the inputs were read as you intended.

Can I rely on this for a production decision?

Decision-support only. Retention criteria vary with soil gradation, plasticity and whether flow is steady or cyclic, and a dispersive or gap-graded soil needs a stricter rule than the general one. Confirm against the governing design standard for the works. Treat the output as an engineering estimate that narrows the trial window, not as a substitute for the trial.

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