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Geotech
Geocell Infill Quantity, Tonnage & Panel Count
Order loose, pay by the tonne, place compacted. The three numbers are not the same.
Loose Infill to Order
— m³
Compacted volume plus the loose-to-compacted allowance
Quantities
- Compacted Volume in Place
- — m³
- Of Which Inside the Cells
- — m³
- Infill Tonnage
- — t
- Tonnage per m²
- — t/m²
- Truck Loads
- — loads
- Expanded Panels
- — panels
- Area per Panel
- — m²
Compacted volume = area x (cell depth + overfill); loose volume = compacted x (1 + allowance); tonnage = compacted volume x compacted bulk density; trucks and panels are rounded up to whole units. Cell walls take a small share of the volume, which this ignores, so the figures err on the side of ordering slightly more. Panel count is plain area division: add for overlaps, stapled joints, cut edges around curves and anchors, and for any area left unexpanded. Panel size, density and bulking come from your supplier, not from this tool. **A quantity take-off, not a design.**
Using this calculator
About the Geocell Infill Quantity, Tonnage & Panel Count
The formula
This is the expression the tool evaluates. Every term is named underneath, with the unit it must be supplied in.
compactedM3 = areaM2 x (cellDepthMm + overfillMm) / 1000The cells are filled flush, then any cover layer goes on top.
looseM3 = compactedM3 x (1 + bulkingPct / 100)Delivered infill takes more room before it is compacted into the cells.
panels = ceil(areaM2 / (panelLengthM x panelWidthM))Whole panels at their expanded size, before any allowance for joints and cutting.
| Symbol | Stands for | Unit |
|---|---|---|
areaM2 | Area to Cover | m² |
cellDepthMm | Cell Depth (Height) | mm |
overfillMm | Overfill Cover above the Cells | mm |
densityTm3 | Compacted Bulk Density of the Infill | t/m³ |
bulkingPct | Loose-to-Compacted Allowance | % |
truckTonnes | Payload per Truck | t |
panelLengthM | Expanded Panel Length | m |
panelWidthM | Expanded Panel Width | m |
looseM3 | Loose Infill to Order | m³ |
compactedM3 | Compacted Volume in Place | m³ |
inCellsM3 | Of Which Inside the Cells | m³ |
tonnes | Infill Tonnage | t |
perM2Tonnes | Tonnage per m² | t/m² |
truckLoads | Truck Loads | loads |
panels | Expanded Panels | panels |
panelAreaM2 | Area per Panel | m² |
How the result is derived
Step by step, from the values you type to the figure on screen.
- The 8 inputs are read from the form on every keystroke: Area to Cover, Cell Depth (Height), Overfill Cover above the Cells, Compacted Bulk Density of the Infill, Loose-to-Compacted Allowance, Payload per Truck, Expanded Panel Length and Expanded Panel Width.
- 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.
- The validated values are substituted into the expression above, which resolves Loose Infill to Order together with every supporting figure in one pass — no value is carried over from a previous entry.
- The supporting outputs — Compacted Volume in Place, Of Which Inside the Cells, Infill Tonnage, Tonnage per m², Truck Loads, Expanded Panels and Area per Panel — come from the same pass, so they always describe the same case as the headline figure.
- 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.
| Input | Unit | Accepted range | Default | What it means |
|---|---|---|---|---|
| Area to Cover | m² | 1 to 1000000 m² | 500 | |
| Cell Depth (Height) | mm | 25 to 500 mm | 150 | |
| Overfill Cover above the Cells | mm | 0 to 300 mm | 50 | Infill placed above the cell walls to protect them, if the design calls for it. Enter 0 for none. |
| Compacted Bulk Density of the Infill | t/m³ | 0.5 to 3 t/m³ | 1.8 | From the infill supplier or a site density test. |
| Loose-to-Compacted Allowance | % | 0 to 60 % | 20 | How much more volume the infill takes loose than compacted. |
| Payload per Truck | t | 1 to 60 t | 20 | |
| Expanded Panel Length | m | 0.5 to 30 m | 8.5 | From the geocell data sheet for the cell size you use. |
| Expanded Panel Width | m | 0.5 to 10 m | 2.5 |
What the tool returns
The headline figure and every supporting value it is built from.
| Output | Unit | What it tells you |
|---|---|---|
| Loose Infill to Order (headline result) | m³ | Compacted volume plus the loose-to-compacted allowance |
| Compacted Volume in Place | m³ | |
| Of Which Inside the Cells | m³ | |
| Infill Tonnage | t | |
| Tonnage per m² | t/m² | |
| Truck Loads | loads | |
| Expanded Panels | panels | |
| Area per Panel | m² |
Worked example
Given
- Area
- 500 m²
- Cell depth + cover
- 150 mm + 50 mm
- Density, allowance
- 1.8 t/m³, 20 %
- Truck
- 20 t
- Panel
- 8.5 m x 2.5 m
Substituting
500 x (150 + 50) / 1000 = 100 m3 compacted, of which 500 x 0.150 = 75 m3 in the cells100 x 1.20 = 120 m3 loose100 x 1.8 = 180 t; 180 / 20 = 9 trucks8.5 x 2.5 = 21.25 m2; 500 / 21.25 = 23.5, so 24 panelsAnswer
- Order loose
- 120 m³
- Tonnage
- 180 t, 9 trucks
- Panels
- 24
Dropping the 50 mm cover saves a quarter of the infill: 75 m³ compacted, 135 t, 7 trucks.
How to use it
- Work through the input groups in order — Layer and Infill & Panels. The defaults are a realistic case, so you can change one value at a time and watch what moves.
- 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.
- Read Loose Infill to Order in the dark results panel — that is the headline figure, expressed in m³.
- Check the supporting rows underneath (Compacted Volume in Place, Of Which Inside the Cells, Infill Tonnage, Tonnage per m², Truck Loads, Expanded Panels and Area per Panel) before acting on the headline — they are where an implausible input usually shows itself first.
- 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 Loose Infill to Order before a trial is booked, so machine time and material in Geosynthetics & Civil Engineering are committed against a calculated figure rather than an estimate.
- Costing and quotation — Loose Infill to Order 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 Area to Cover) shows how much of the gap in Loose Infill to Order each variable explains.
- Teaching and study — the accepted ranges bracket normal Geosynthetics & Civil Engineering practice, so moving one variable at a time shows the shape of the relationship rather than a single answer.
Reading the result
Typical bands and what each one is telling you.
| Value | What it indicates |
|---|---|
| Cover is a large share of the total | Check the design actually asks for it. A thick cover over shallow cells can cost more infill than the cells themselves. |
| Last truck nearly empty | Round the order to whole loads, or pair the layer with another pour; part loads are often charged as full ones. |
| Panel count barely rounds up | Joints, cuts and anchoring eat area. Order a spare panel rather than finishing short. |
Assumptions and limits
- Compacted volume = area x (cell depth + overfill); loose volume = compacted x (1 + allowance); tonnage = compacted volume x compacted bulk density; trucks and panels are rounded up to whole units. Cell walls take a small share of the volume, which this ignores, so the figures err on the side of ordering slightly more. Panel count is plain area division: add for overlaps, stapled joints, cut edges around curves and anchors, and for any area left unexpanded. Panel size, density and bulking come from your supplier, not from this tool. **A quantity take-off, not a design.**
- Every input is bounded to the range normal practice occupies (Area to Cover 1 to 1000000 m², Cell Depth (Height) 25 to 500 mm and Overfill Cover above the Cells 0 to 300 mm, 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.
Standards and further reading
- ISO 10318-1, Geosynthetics, Part 1: Terms and definitions, which names the geocell among the geosynthetic products.
- The geocell maker's data sheet sets the expanded panel size, cell depth and wall perforation for each product.
- The project specification sets the infill grading, compaction and any cover depth.
Questions people ask
Why is the tonnage worked from the compacted volume?
A tonne is a tonne loose or compacted. Weighing the compacted volume at its compacted density gives the mass that ends up in place, which is what the supplier delivers.
Where do I get the allowance and density?
From the infill supplier or a site test. They vary a lot between crushed stone, rounded gravel, sand and topsoil, so this tool does not suggest values.
Does the cell wall volume matter?
Barely. The walls are thin strips, so ignoring them overstates the infill by a small margin, which is the safe side for an order.