This series of Technical Notes, authored by Concrete Canvas Ltd., consider the importance of using ASTM standards that are specific to Geosynthetic Cementitious Composite Mats (GCCMs) when selecting GCCM materials for use on erosion control projects.


GCCMs are unlike most geosynthetics as their properties change on hydration from flexible to rigid. Both the uncured (pre-set, soft and flexible) and cured (post-set, hardened and rigid) properties need to be reported to understand the GCCM capabilities in both deployment and in-service respectively.

GCCMs contain geosynthetic and cementitious materials, both of which possess very different physical properties. Geosynthetics are typically buried and their performance is often assessed according to their tensile strength, whereas hardened cementitious materials are often exposed and their performance is typically assessed according to their compressive strength, which is typically correlated with other key characteristics such as abrasion resistance, freeze thaw resistance and resistance to chemical attack.

GCCMs are the only geosynthetic to contain unset cementitious material and pre-existing geosynthetic test standards do not include methods for understanding the performance of the cementitious material contained within a GCCM. It is therefore important to test the properties of the cured cementitious material so that the behavior of the GCCM as a hardened composite can be understood.

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It is also critical to ensure the cementitious material is cured at a water/powder ratio that is representative of field (in-service) hydration and not artificially controlled in the laboratory.

Concrete Canvas Tech Note on GCCM and ASTM D8364
Figure 1. The change of GCCM properties from flexible to rigid on curing means that when assessing GCCM properties, appropriate test methods should be used to determine the cured, in-service GCCM cementitious layer performance.


Since 2015, ASTM International and its Committee D35 on Geosynthetics has published a number of standards specifically for GCCMs to address the shortfalls in using pre-existing geosynthetic or concrete standards. These GCCM specific standards enable consistent, accurate reporting of essential GCCM properties.

They include:

  • ASTM D8364Standard Specification for GCCM materials
  • ASTM D8329Standard Test Method for Determination of Water/Cementitious Materials Ratio for GCCMs and Measurement of the Compressive Strength of the Cementitious Material Contained Within
  • ASTM D8058Standard Test Method for Determining the Flexural Strength of a GCCM Using the Three-Point Bending Test
  • ASTM D8030Standard Practice for Sample Preparation for GCCM

These standards have been created to ensure that repeatable testing and reporting of GCCM properties is conducted on specimens that have been prepared in a manner that is consistent with their use in the field, so the test results are representative of GCCMs installed in real-world operating conditions. Applying non-GCCM tests can result in properties that vary by an order of magnitude from field properties.

This Technical Note 1 focuses on the importance of using ASTM D8364 for specifying GCCMs.


In March 2021, ASTM International published ASTM D8364/D8364M-21 – Standard Specification for Geosynthetic Cementitious Composite Mat (GCCM) Materials.

ASTM D8364 is the only internationally recognized standard for specifying GCCMs and lists typical GCCM erosion control and weed suppression applications by three Classification Types: Type I, Type II and Type III.

Type I GCCMs:

  • Have minimal requirements for abrasion and wear
  • Are for low shear stress and flow velocity applications
  • Are not subject to impact loads
  • Must be Installed over a dense subgrade
Slope covered and stabilized with GCCM material
Figure 2. Typical Type I GCCM slope protection application.

Typical Type I GCCM applications include:

  • Slope protection
  • Weed suppression
  • Berm protection
  • Remediation of concrete hydraulic structures

Type II GCCMs:

  • Have greater requirements for abrasion and wear
  • For shear stresses >50kg/m2 and flow velocities >6m/s
  • Subject to impact loads
  • Installed over medium dense subgrades
Canal lined with GCCM material
Figure 3. Typical Type II GCCM channel lining application.

Typical Type II applications include:

  • Channel lining
  • Culvert lining
  • Slope protection
  • Remediation of concrete hydraulic structures


  • Are used where additional flexural strength is required due to loose subgrades
  • Are expected to be more durable and longer lasting than lower grade types in the same application

Typical Type III applications include:

  • Channel lining
  • Armoring
  • Culvert lining
  • Slope protection
Outflow from a culvert in a GCCM lined channel
Figure 4. Typical Type III GCCM channel lining application over loose subgrade.

ASTM D8364 details the minimum performance properties of the GCCM Types, based on GCCM specific test standards and methodologies that represent the required in field performance of a GCCM product when used in typical erosion control applications.

It is important that users only consider GCCM manufacturers performance property data that complies with the GCCM specific test standards listed in ASTM D8364, so that the information is representative of field performance. ASTM D8364 specifies that the GCCM specimens must be prepared in accordance with ASTM D8030 prior to performance testing so that the reported properties are representative of the worst-case hydration by immersion.

Note: ASTM D8030 (Standard Practice for Sample Preparation for GCCM) details the procedure for the hydration and curing of GCCM material for subsequent physical property testing. GCCMs are hydrated in the field by spraying or immersion, but immersion almost always occurs due to pooling of water on GCCM surfaces. Immersion will produce the highest water to cement ratio possible in the GCCM, resulting in the lowest in-service compressive strength and (according to BR331 – Design of Normal Concrete Mixes: Second Edition) the poorest durability of the cementitious material. It is critical that the performance of a construction material is assessed based on the worst-case area, as a failure will usually occur at the weakest point in the structure. It is therefore necessary to understand the in-service performance of GCCMs that have been hydrated by full immersion. Test specimens cured in accordance with ASTM D8030 are cured by immersion in hydration tanks for 24 hours.


ASTM D8364 is an essential tool for all GCCM users because it is:

SIMPLE ASTM product specifications make specifying the right product easier for the designer whilst ensuring they meet minimum performance requirements, helping to prevent project failures.

SAFE Specifying GCCM Classification Types to ASTM D8364 protects specifiers from designing with GCCM test data that may not be representative of in field GCCM performance, helping ensure the GCCM is suitable for the intended application.

SECURE Purchasing GCCM’s that comply with ASTM D8364 protects contractors and clients from being misled by manufacturers who provide performance data using inappropriate non-GCCM standards that may not represent the performance that can be achieved in the field.


Concrete Canvas Ltd recommends that Clients, Designers and Installers avoid the risk of project failure by specifying and installing a GCCM that meets the GCCM Specification standard ASTM D8364. Make sure the manufacturer certifies their GCCM to ASTM D8364 and has the test certificates specified in ASTM D8364 from an independent test lab to validate their claims. If in doubt obtain independent test data for key properties such as compressive strength (ASTM D8329) based on unhardened samples supplied by the manufacturer.

The performance properties of Concrete Canvas® GCCM materials have been independently tested and our CC5™, CC8™ and CC13™ GCCM’s demonstrate compliance with the GCCM Classification for Type I, Type II and Type III respectively.

Please see the CC Spec Sheet to ASTM D8364 for details.

Learn more about GCCM materials and applications at