Uniaxial · Biaxial · Fiberglass · Steel-Plastic — Sourced From China
The box says 100 kN. Your wall gets half. Plastic under permanent load creeps — it stretches, for decades. That's why the strength on the label and the strength your engineer can design with are two different numbers, and why the cheapest grid per kN is often the most expensive per wall. We quote both numbers, with the creep data to back them.
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The Number Nobody Quotes
Every reinforced wall standard on earth makes you divide the label strength by a chain of reduction factors: creep (plastic stretches under permanent load), installation damage (aggregate bites the ribs on compaction), and durability (chemistry, weather). The chain typically halves the number on the box — the exact factors come from each product's own test data.
Here's the trick played on buyers: a cheap grid is quoted at its ultimate strength, a branded grid at its long-term strength — and the "expensive" one wins the moment you compare the only number that holds your wall up.
We put both numbers on every quote line, and ask the mill for the creep test data. A mill that can't produce it has answered the question.
A typical uniaxial HDPE grid · illustrative chain
Factors vary by polymer and product — that's the point. Two "100 kN" grids can land at 55 and 38 after the chain. Only the test data tells you which one you're buying.
Grid To Structure
"Geogrid" is four different products wearing one name. Match the structure first; the model number comes last.
| Structure | Grid type | Why this one | What to check |
|---|---|---|---|
| Retaining walls & steep slopes | Uniaxial HDPE / PP 35–100+ kN one direction | All the load runs one way — into the wall. Strength goes where the tension is. | Creep data · long-term design strength |
| Road base & soft subgrade | Biaxial PP 15–50 kN both directions | Wheel loads push in every direction; the grid confines the aggregate like a snowshoe. | Junction strength · aperture vs stone size |
| Asphalt overlays (anti-reflective cracking) | Fiberglass, bitumen-coated 30–60 kN, self-adhesive option | Glass barely stretches and shrugs off asphalt temperatures — plastic can't do either here. | Coating quality · mesh weight (g/m²) |
| Soft-soil embankments & foundations | Steel-plastic composite very high kN, budget-friendly | Steel strands in a polymer jacket: brute strength per dollar for basal reinforcement. | Strand count · weld/junction integrity |
Polyester woven grids (low creep, high strength) also available for walls where PET chemistry suits the fill.
Describe the structure — we'll pick the gridGrades & Specifications
Four product families — uniaxial HDPE, uniaxial PP, biaxial stretched and biaxial injection-moulded — with nominal tensile strength, strength at 2 % and 5 % strain, elongation, unit mass and aperture for every grade. Chinese mills test to JT/T 1432.1-2022; if your tender specifies ASTM D6637 or EN ISO 10319, tell us and we arrange third-party testing to that method on your batch.
Rolls 4 m wide for biaxial, up to 3 m for uniaxial, 50–100 m long by grade. Every quote names a grade from these tables and ships with the mill's batch certificate against it. Steel-plastic, polyester and fiberglass grids are on sheet 2 further down this page.
Download the geogrid TDS (PDF, 4 pages)

Grades 50 – 200 kN/m · retaining walls, steep slopes, reinforced soil
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| Property | Unit | 50 | 80 | 120 | 160 | 180 | 200 |
|---|---|---|---|---|---|---|---|
| MD nominal tensile strength | kN/m | ≥ 50 | ≥ 80 | ≥ 120 | ≥ 160 | ≥ 180 | ≥ 200 |
| MD strength at 2 % strain | kN/m | ≥ 12 | ≥ 21 | ≥ 33 | ≥ 47 | ≥ 52 | ≥ 57 |
| MD strength at 5 % strain | kN/m | ≥ 23 | ≥ 40 | ≥ 65 | ≥ 93 | ≥ 103 | ≥ 113 |
| MD nominal elongation | % | ≤ 11.5 | |||||
| Creep reduction factor | ≤ 3.0 | ||||||
| UV resistance – strength retention | % | ≥ 90 | |||||
| Unit area mass | g/m² | ≥ 250 | ≥ 350 | ≥ 500 | ≥ 650 | ≥ 750 | ≥ 850 |
| Aperture (A × B) | mm | A ≤ 320 ; 12 ≤ B ≤ 30 | |||||
| Carbon black | Carbon black ≥ 2.0 %, ash ≤ 1.0 %; dispersion grade ≥ B | ||||||
Grades 80 – 260 kN/m · walls and embankments where PP chemistry suits the fill
Swipe sideways for all grades →
| Property | Unit | 80 | 120 | 160 | 200 | 260 |
|---|---|---|---|---|---|---|
| MD nominal tensile strength | kN/m | ≥ 80 | ≥ 120 | ≥ 160 | ≥ 200 | ≥ 260 |
| MD strength at 2 % strain | kN/m | ≥ 28 | ≥ 42 | ≥ 56 | ≥ 70 | ≥ 91 |
| MD strength at 5 % strain | kN/m | ≥ 56 | ≥ 84 | ≥ 112 | ≥ 140 | ≥ 182 |
| MD nominal elongation | % | ≤ 10.0 | ||||
| UV resistance – strength retention | % | ≥ 90 | ||||
| Unit area mass | g/m² | ≥ 250 | ≥ 350 | ≥ 450 | ≥ 550 | ≥ 700 |
| Aperture (A × B) | mm | A ≤ 450 ; B ≤ 30 | ||||
| Carbon black | Carbon black ≥ 2.0 %, ash ≤ 1.0 %; dispersion grade ≥ B | |||||
Grades 20/20 – 50/50 kN/m · road base, soft subgrade, working platforms
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| Property | Unit | 20/20 | 30/30 | 40/40 | 50/50 |
|---|---|---|---|---|---|
| MD / CD nominal tensile strength | kN/m | ≥ 20 | ≥ 30 | ≥ 40 | ≥ 50 |
| MD / CD strength at 2 % strain | kN/m | ≥ 7 | ≥ 10.5 | ≥ 14 | ≥ 17.5 |
| MD / CD strength at 5 % strain | kN/m | ≥ 14 | ≥ 21 | ≥ 28 | ≥ 35 |
| Nominal elongation MD / CD | % | ≤ 15.0 / ≤ 13.0 | |||
| UV resistance – strength retention | % | ≥ 90 | |||
| Unit area mass | g/m² | ≥ 160 | ≥ 250 | ≥ 370 | ≥ 480 |
| Aperture (A × B) | mm | 20 – 50 ; 20 – 50 | |||
| Carbon black | Carbon black ≥ 2.0 %, ash ≤ 1.0 %; dispersion grade ≥ B | ||||
Grades 80/80 – 120/120 kN/m · heavy-duty base reinforcement, moulded junctions
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| Property | Unit | 80/80 | 100/100 | 120/120 |
|---|---|---|---|---|
| MD / CD nominal tensile strength | kN/m | ≥ 80 | ≥ 100 | ≥ 120 |
| MD / CD strength at 2 % strain | kN/m | ≥ 28 | ≥ 35 | ≥ 42 |
| MD / CD strength at 5 % strain | kN/m | ≥ 56 | ≥ 70 | ≥ 84 |
| MD / CD nominal elongation | % | ≤ 10 | ||
| Junction detachment force | N | ≥ 700 | ||
| Junction (node) height | mm | ≥ 5 | ||
| UV resistance – strength retention | % | ≥ 90 | ||
| Unit area mass | g/m² | ≥ 700 | ≥ 850 | ≥ 1000 |
| Aperture (A × B) | mm | 120 – 160 ; 120 – 160 | ||
| Carbon black | Carbon black ≥ 2.0 %, ash ≤ 1.0 %; dispersion grade ≥ B | |||
Three More Families · Sheet 2
Welded steel-plastic grids for basal reinforcement on soft soil, warp-knitted polyester grids where low creep matters, and coated fiberglass grids for asphalt overlays — tested to JT/T 1432.1-2022 and GB/T 17689-2008. Same rule: we quote the grade from these tables and verify strand count, junctions and coating on your batch.
Download sheet 2: steel-plastic, polyester & fiberglass TDS (PDF, 3 pages)


Grades 50-30 – 200-50 kN/m · basal reinforcement of embankments on soft soil
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| Property | Unit | 50-30 | 60-30 | 80-30 | 100-50 | 120-50 | 180-50 | 200-50 |
|---|---|---|---|---|---|---|---|---|
| Tensile strength MD / CD | kN/m | 50 / 30 | 60 / 30 | 80 / 30 | 100 / 50 | 120 / 50 | 180 / 50 | 200 / 50 |
| Unit area mass | g/m² | ≥ 570 | ≥ 590 | ≥ 670 | ≥ 920 | ≥ 1100 | ≥ 1470 | ≥ 1570 |
| Inner hole size (A × B) | mm | A ≤ 180 ; B ≤ 180 | ||||||
| Single strip width / thickness | mm | ≥ 12 / ≥ 2 | ||||||
| Width deviation | % | +1 | ||||||
Grades 50-50 – 150-150 kN/m · working platforms and haul roads on soft ground
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| Property | Unit | 50-50 | 60-60 | 80-80 | 100-100 | 120-120 | 150-150 |
|---|---|---|---|---|---|---|---|
| Tensile strength MD / CD | kN/m | 50 / 50 | 60 / 60 | 80 / 80 | 100 / 100 | 120 / 120 | 150 / 150 |
| Unit area mass | g/m² | ≥ 670 | ≥ 750 | ≥ 930 | ≥ 1170 | ≥ 1500 | ≥ 1850 |
| Inner hole size (A × B) | mm | A ≤ 180 ; B ≤ 180 | |||||
| Single strip width / thickness | mm | ≥ 12 / ≥ 2 | |||||
| Width deviation | % | +1 | |||||
Grades 30-30 – 200-200 kN/m · low creep, high strength: walls, reinforced slopes, subgrades where PET suits the fill
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| Property | Unit | 30-30 | 50-50 | 80-80 | 100-100 | 150-150 | 200-200 |
|---|---|---|---|---|---|---|---|
| MD / CD nominal tensile strength | kN/m | ≥ 30 | ≥ 50 | ≥ 80 | ≥ 100 | ≥ 150 | ≥ 200 |
| MD / CD strength at 2 % strain | kN/m | ≥ 5.4 | ≥ 9 | ≥ 14.4 | ≥ 18 | ≥ 27 | ≥ 36 |
| MD / CD strength at 5 % strain | kN/m | ≥ 10.8 | ≥ 18 | ≥ 28.8 | ≥ 36 | ≥ 54 | ≥ 72 |
| MD / CD nominal elongation | % | ≤ 13.0 | |||||
| UV resistance – strength retention | % | ≥ 80 | |||||
| Unit area mass | g/m² | ≥ 120 | ≥ 170 | ≥ 270 | ≥ 330 | – | ≥ 670 |
| Inner hole size (A × B) | mm | 15 ≤ A ≤ 60 ; 15 ≤ B ≤ 60 | |||||
| Width deviation | % | +1 | |||||
EGA1×1 (1 mesh/inch) 30×30 – 150×150 kN/m · EGA2×2 (2/inch) 50×50 – 100×100 · asphalt overlays against reflective cracking
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| Property | Unit | 1×1 30×30 | 50×50 | 60×60 | 80×80 | 100×100 | 120×120 | 150×150 | 2×2 50×50 | 80×80 | 100×100 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| Mesh size MD / CD (clear opening) | mm | ≥ 19 | ≥ 19 | ≥ 19 | ≥ 19 | ≥ 19 | ≥ 17 | ≥ 17 | ≥ 9 | ≥ 8 | ≥ 8 |
| Mesh count MD / CD · hole centre spacing | per 25.4 mm · mm | 1 ± 0.15 · 25.4 ± 3.8 | 1 ± 0.15 · 25.4 ± 3.8 | 1 ± 0.15 · 25.4 ± 3.8 | 1 ± 0.15 · 25.4 ± 3.8 | 1 ± 0.15 · 25.4 ± 3.8 | 1 ± 0.15 · 25.4 ± 3.8 | 1 ± 0.15 · 25.4 ± 3.8 | 2 ± 0.15 · 12.7 ± 3.8 | 2 ± 0.15 · 12.7 ± 3.8 | 2 ± 0.15 · 12.7 ± 3.8 |
| Breaking strength MD / CD | kN/m | ≥ 30 | ≥ 50 | ≥ 60 | ≥ 80 | ≥ 100 | ≥ 120 | ≥ 150 | ≥ 50 | ≥ 80 | ≥ 100 |
| Elongation at break MD / CD | % | ≤ 4 | |||||||||
MD = machine direction (along the roll), CD = cross direction. Values are minimums per JT/T 1432.1-2022; A × B = aperture length × width. Numbers are the mill's rated values — we verify rib tensile, junction strength and aperture on your batch before loading.
The Detail That Fails First
The rib number gets all the attention, but the load transfers at the junctions — where rib meets rib. Punched-and-drawn grids are monolithic: the junction is the same plastic as the rib. Welded-strip grids depend on every weld; cheap ones let go under compaction, and the "grid" quietly becomes loose strips in the ground. The failure is invisible — the road just ruts two years early.
The second quiet detail is aperture size: the mesh opening has to suit the fill — the working rule of thumb is an aperture around 2–2.5× the mid-size stone, big enough for aggregate to strike through and lock. A perfect grid with the wrong aperture reinforces nothing. Both details are on our inspection sheet: junction pull tests and aperture check against your actual fill spec.
The Freight Angle
Geogrid freight has a brutal gradient: one 40'HQ carries 67,200 m² of light biaxial 15/15 kN but only 9,600 m² of 50/50 kN — a seven-fold spread inside one product family. Fiberglass mesh is the outlier: up to 108,000 m² in one box, which is why asphalt grid almost always ships happily.
These numbers come from our own loading tables — roll widths, diameters, weights per model — and they decide whether your per-m² landed price is pleasant or painful. We run the container plan before quoting, not after.
One 40'HQ, by grid · real loading data
4 m standard width for biaxial, 2.5–3 m for uniaxial, 4–6 m for fiberglass. Grid rides on top of membrane or fabric rolls in mixed containers.
Price my quantity, landedBefore It Ships
Our geogrid inspection pulls three threads: rib tensile to the rated kN, junction strength (the number cheap grids hope you never ask for), and for fiberglass, coating verification — uncoated glass loses strength fast in alkaline road environments. For wall projects we additionally chase the mill's creep test data, because that's where design strength actually comes from.
Lab sheets and inspection photos arrive before the balance payment — leverage, then payment, in that order.
Straight Answers
Direction of strength. Uniaxial grids put all their tensile capacity one way — into a retaining wall or up a slope. Biaxial grids spread strength both ways to confine road aggregate under wheel loads. Using a biaxial grid in a wall, or a uniaxial grid under a road, wastes most of what you paid for.
Because plastic creeps under permanent load. Wall standards divide the label strength by reduction factors for creep, installation damage and durability — typically ending near half the label number, with the exact factors coming from each product's test data. Comparing one grid's ultimate strength against another's long-term strength is comparing apples to half-apples.
Fiberglass — bitumen-coated, often self-adhesive. Glass barely elongates and tolerates asphalt temperatures, which is exactly what stops old cracks reflecting through a new overlay. Check the coating quality and mesh weight; uncoated glass degrades in the alkaline road environment.
For the right job, excellent value: steel strands in a polymer jacket give very high strength per dollar with minimal creep, which suits basal reinforcement of embankments on soft soil. The checks that matter are strand count and junction integrity — both on our inspection sheet.
It swings sevenfold with strength: a 40'HQ takes about 67,200 m² of biaxial 15/15 kN but only 9,600 m² of 50/50 kN. Fiberglass mesh packs up to 108,000 m². We run the loading plan from real roll dimensions before quoting, so the landed per-m² price is a fact, not a hope.
Structure-Matched Quote
Tell us the structure — wall, road, overlay or embankment — and the strength your design calls for. We come back with the grid type, ultimate and long-term strength side by side, and a landed price. Usually within one business day.
Ultimate and design strength quoted together
Junction pull tests on your batch
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