Testing standard

ISO 12236

Geosynthetics — Static puncture test (CBR test)

Written and technically reviewed by Dak System Inc. engineeringLast reviewed

ISO 12236 is the static puncture test for geosynthetics, known as the CBR test because the plunger matches the one used in California Bearing Ratio soil testing. A flat-ended 50 mm plunger is pushed perpendicularly through a clamped specimen and the force required is recorded.

At a glance

Published by
ISO
Edition
ISO 12236:2026

What the test does

A specimen is conditioned, seated flat in a circular clamping ring without pre-tension, and the clamp tightened uniformly in stages around its circumference with a torque wrench. A flat-ended plunger 50 mm in diameter, with a chamfered edge, is then driven perpendicularly through the centre of the clamped opening at a constant rate. Two values are recorded: the maximum force required to push the plunger through, and the plunger displacement at that force. Specimens are normally tested dry, with a saturated procedure available where the application demands it.

What it measures, and why it matters

Resistance to blunt, multidirectional puncture — the load case of a rounded stone pressing into a geosynthetic from below or above. The plunger is large and its edge chamfered so that the specimen is stretched rather than cut, which averages over the weave or web and gives a repeatable index instead of a figure that depends on where a point happened to land. Force and displacement are reported together because they describe different risks: a product that reaches a high force only after deforming a long way has still allowed the stone to travel that distance into what it was protecting.

Plunger and ring

A 50 mm flat plunger with a chamfered edge, through a circular clamp. Both dimensions set the answer.

Plunger
50 mm diameter, flat-ended, chamfered edgeThe chamfer removes the sharp corner that would cut rather than stretch the specimen.
Direction
Perpendicular, through the centre
Clamp
Circular, holding the specimen around its perimeter
Clamping force
Uniform around the ring, applied with a torque wrenchA torque wrench is what makes the clamping repeatable between operators rather than a matter of arm strength.
Specimens
Normally tested dry, conditioned in the specified atmosphere
Set the plunger central to the ring before every series
DakAn off-centre plunger loads one side of the clamped circle first and the force reads low.

The name is borrowed. CBR here refers to the plunger geometry taken from soil bearing-ratio testing, not to any bearing ratio being measured on the geosynthetic.

Test speed

Rate
A constant rate of plunger travel
Reported
Puncture force, and displacement at that forceThe displacement matters: two products can reach the same force with very different deformation, and a liner under a stone cares about both.
Wet testing
Where the application requires it
Tighten the clamp in stages around the circle
Dak

Calculations

Puncture resistanceFp

The maximum force recorded as the plunger passes through

Reported as a force in newtons, with the plunger and ring geometry stated alongside.

Displacement at puncture

The plunger travel at the maximum force

Reported with the force. A high force reached only after large deformation may still allow a stone to reach the layer beneath.

How the test runs

  1. 01Cut specimens large enough to be fully held by the clamping ring.
  2. 02Condition them in the specified atmosphere, or saturate them where wet values are required.
  3. 03Mark each specimen at the ring line.
  4. 04Seat the specimen flat in the clamp without pre-tension.
  5. 05Tighten the clamp uniformly in stages around the circumference, using a torque wrench.
  6. 06Fit the chamfered 50 mm plunger and set it central to the ring.
  7. 07Drive the plunger perpendicularly through the centre at the specified constant rate.
  8. 08Record the maximum force and the displacement at that force.
  9. 09Inspect the ring mark for slippage.
  10. 10Discard specimens that slipped and record how many.
  11. 11Report force and displacement together with the geometry used.

The fixture this method needs

Direct compression fixture platens
5 to 400 kNTJ-125

Direct Compression Fixture

A direct compression arrangement carries the plunger on the moving crosshead; the clamping ring holding the specimen is the part that has to be made or bought to the standard's dimensions.

Specifications

What the report has to contain

  • Reference to ISO 12236 and the edition
  • Product identification, type and mass per unit area
  • Conditioning, or the saturation procedure where tested wet
  • Plunger diameter and clamping ring dimensions
  • Clamping torque applied
  • Rate of plunger travel
  • Puncture force for each specimen
  • Displacement at maximum force
  • Mean and variability
  • Number of specimens discarded for slippage

What the machine must be capable of

Moderate force in compression — CBR puncture values commonly run from a few hundred newtons to several kilonewtons — with a constant rate of crosshead travel and a load cell chosen for that range. The fixture carries the requirement: a chamfered 50 mm plunger running true, and a ring assembly to the standard's dimensions, since the result scales directly with the size of the clamped opening. The plunger is set central to the ring at the start of a series rather than assumed from the last assembly.

What goes wrong in practice

An off-centre plunger, which loads one sector of the clamped circle first and reads low while leaving no obvious trace in the data. Clamping by feel rather than by torque, which makes results move between operators. Slippage at the ring, invisible unless the specimen was marked. And reporting a puncture force without the displacement, which discards the half of the result that tells you whether the material actually kept the stone out.

ISO 12236 or ASTM D6241

ISO 12236ASTM D6241
NameCBR static puncture testStatic puncture, 50 mm probe
Plunger50 mm flat with chamfer50 mm flat-ended
ReportedForce and displacementForce, displacement where recorded
InterchangeableNo — clamp geometry differsNo

The same idea in two families, with the same plunger diameter and different clamp details. Run the designation the specification names; converting between them is not something either standard supports.

Questions we are asked about this test

What is ISO 12236?

It is the ISO static puncture test for geosynthetics. A specimen is clamped in a circular ring and a flat-ended plunger 50 mm in diameter, with a chamfered edge, is driven perpendicularly through its centre at a constant rate. The force required to push it through, and the plunger displacement at that force, are recorded.

Why is it called the CBR test?

Because the plunger is the one used in California Bearing Ratio testing of soils, which has the same 50 mm diameter. The name refers to borrowed geometry, not to a bearing ratio being measured — nothing in this method computes a ratio, and the result is a puncture force. The nickname is entrenched enough that specifications use it, so it is worth knowing what it does and does not mean.

Why does the plunger have a chamfered edge?

Because a sharp square corner on a 50 mm face would cut the specimen at the rim rather than stretch it. The chamfer keeps the loading blunt and multidirectional, which is what makes the test an index of resistance to rounded objects rather than a measurement of how easily a particular edge slices a particular fabric.

Why report displacement as well as force?

Because they describe different failure risks and a product can be good at one and poor at the other. A geosynthetic that reaches a high puncture force only after deforming a long way has still let a stone travel that distance into the layer it was protecting. A liner or a separation layer is specified on both counts, which is why the method records the displacement at maximum force rather than the force alone.

Why use a torque wrench on the clamp?

Because otherwise the clamping force is whatever the operator's hand delivered that morning, and puncture results move with it — a loosely held specimen draws fabric in from under the ring, and an over-tightened one is pre-stressed before the plunger arrives. A defined torque, applied in stages around the circumference, is what makes results repeatable between operators and between laboratories.

What if the plunger is not centred?

The clamped circle loads unevenly, one sector reaches its limit first, and the puncture starts there at a force below the material's real capability. Because the specimen is symmetrical the error leaves no obvious trace in the data — it simply reads low and widens the scatter — so centring the plunger is checked at the start of a series rather than assumed from the last time the fixture was assembled.

Can this be swapped for ASTM D6241?

No. Both are static puncture index tests using a 50 mm flat-ended plunger, but the clamp geometry and specimen details differ, and puncture force scales with the size of the clamped opening. Geosynthetic specifications name one designation deliberately, and a result from the other will be queried even though the principle is shared.

Running ISO 12236 on the Series 7200 and Series 9000

Dak verifies against whichever standard the method names, and where a class applies our frames sit a class tighter than it asks.

The method asks forDak supplies
CapacityModerate — CBR puncture forces commonly run from a few hundred newtons to several kilonewtonsLoad cells from 1 kg to 60 ton on the Series 7200, and 0.5 to 100 kN on the Series 9000
Force accuracyISO 7500-1 Class 1 over the working rangeISO 7500-1 Class 0.5 — a class tighter than the method asks
GrippingA 50 mm flat-ended plunger with a chamfered edge, and a circular clamping ring assemblyOur compression anvils, built to the specimen
Environment23 ± 2 °C standard laboratory atmosphere3009 series chambers, −150 °C to +400 °C — temperature only

This page describes the method as practised. The governing text is the current edition from the issuing body. Tell us what you are testing and we will answer with the machine, the fixture and a quotation.