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    • CFM - Colloid Formation & MigrationCFM - Colloid Formation & Migration
    • C-FRS - CRIEPI’s Fractured Rock StudiesC-FRS - CRIEPI’s Fractured Rock Studies
    • CIM - Carbon-14 and Iodine-129 Migration in CementCIM - Carbon-14 and Iodine-129 Migration in Cement
    • ESDRED / TEM -Test and Evaluation of Monitoring SystemsESDRED / TEM -Test and Evaluation of Monitoring Systems
    • FEBEXe - Full-scale Engineered Barriers ExperimentFEBEXe - Full-scale Engineered Barriers Experiment
    • FEBEX-DP - Febex Dismantling ProjectFEBEX-DP - Febex Dismantling Project
    • FORGE - Laboratory Column ExperimentsFORGE - Laboratory Column Experiments
    • GAST - Gas-Permeable Seal TestGAST - Gas-Permeable Seal Test
    • HotBENT - High Temperature Effects on Bentonite BuffersHotBENT - High Temperature Effects on Bentonite Buffers
    • ISC - In-situ Stimulation & Circulation ExperimentISC - In-situ Stimulation & Circulation Experiment
    • LASMO - Large Scale MonitoringLASMO - Large Scale Monitoring
    • LCS - Long-Term Cement StudiesLCS - Long-Term Cement Studies
    • LTD - Long Term DiffusionLTD - Long Term Diffusion
    • MaCoTe The Material Corrosion TestMaCoTe The Material Corrosion Test
    • NF PRO - Near Field ProcessesNF PRO - Near Field Processes
    • PSG - Pore Space GeometryPSG - Pore Space Geometry
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The Material Corrosion Test (MaCoTe)

MaCoTe - References

Details
By McKie David
McKie David
Parent Category: GTS Phase VI
Category: The Material Corrosion Test (MaCoTe)
29 October 2020
29 October 2020
Last Updated: 29 October 2020

Reddy B, Padovani C, Rance A P, Smart N R, Cook A, Haynes H M, Milodowski A E, Field L P, Kemp S J, Martin A J and Diomidis N (2020) The anaerobic corrosion of candidate disposal canister materials in compacted bentonite exposed to natural granitic porewater containing native microbial populations. Materials and Corrosion, 2020, 1 – 22. https://doi.org/10.1002/maco.202011798 .

Engel K, Ford SE, Coyotzi S, McKelvie J, Diomidis N, Slater G, Neufeld JD. 2019. Stability of microbial community profiles associated with compacted bentonite from the Grimsel Underground Research Laboratory. mSphere4:e00601-19. https://doi.org/10.1128/mSphere.00601-19 .

Retrieval and analysis of coupons from the 1 year module pair

Details
By McKie David
McKie David
Parent Category: GTS Phase VI
Category: The Material Corrosion Test (MaCoTe)
29 October 2020
29 October 2020
Last Updated: 29 October 2020

macote coupon 1 year 001

Modules are removed using a specially designed capture tool and inserted into argon filled transport flasks. The top of the borehole is continually injected during the removal process to prevent air from entering the borehole whilst the double packer system is out of the borehole.

macote coupon 1 year dismantling 

Careful dismantling, dissection, and removal of metal coupons in the glove box.

 

CHARACTERISATION OF METAL COUPONS

Postmortem characterisation of the coupons (Raman spectroscopy, X‐ray photoelectron spectroscopy (XPS) and scanning electron microscopy (SEM) analysis) was carried out at the University of Oxford. Weight loss measurements were carried out at Jacobs Harwell laboratories. Profilometry was carried out at the University of Manchester.

 

AVERAGE CORROSION RATES

macote coupon 1 year corrosion rates

The corrosion rate of carbon steel ranged from 1.87 μm year−1 to 2.05 ± 0.05 μm/year, while the corrosion rates for the copper coupons were much lower and the corrosion rate of stainless steel was negligible. At a bentonite density of 1250 kg / m3, the cold‐sprayed copper had an average corrosion rate of 0.17 μm / year while the electrodeposited and wrought copper had an average corrosion rate of 0.24 μm / year. The corrosion rates did not significantly vary with bentonite density. So far there was no evidence of material loss due to microbially induced corrosion.

 

PROFILOMETRY MEASUREMENTS

macote coupon 1 year profilometry

Profilometry measurements for pristine coupons and coupons after one year exposure. For all metals, the roughness after exposure was similar to those of pristine samples, indicating that pitting or surface roughening did not occur or was minimal.

The Material Corrosion Test (MaCoTe) Introduction

Details
By Super User
Super User
Parent Category: GTS Phase VI
Category: The Material Corrosion Test (MaCoTe)
22 April 2015
22 April 2015
Last Updated: 19 May 2025
German Flag BASE Federal Office for the Safety of Nuclear Waste Management (BASE), Germany
German Flag BMUKN (FSU Jena, GRS, KIT) (Federal Ministry for the Environment, Nature Conservation, Nuclear Safety and Consumer Protection / Karlsruhe Institute of Technology), Germany
South Korea Flag KIGAM, South Korea
UK Flag NWS, United Kingdom
Canadian Flag NWMO, Canada
Japanese Flag NUMO, Japan
Czech Flag SURAO, Czech Republic
Swiss Flag Nagra, Switzerland

The Material Corrosion Test (MaCoTe) consists of non-heated and heated experiments to study in-situ corrosion of candidate canister materials embedded in bentonite.

Two broad aims are as follows:

  • Provide confirmation of the long-term anaerobic corrosion rate of carbon steel, stainless steel and copper in compacted bentonite under repository-relevant environmental conditions,
  • Provide experimental evidence of the inhibiting effect of the bentonite buffer on microbial activity and microbially-influenced corrosion.

Experimental Layout (non-heated test)

The current ongoing in-situ experiment is made up of a series of specially designed modules (0.3 m long) that are inserted into a 10m long vertical borehole and sealed with a double packer system. Each module contains 12 specimens embedded in MX-80 bentonite with dry densities of either 1.25 or 1.5 Mg/m3 (Figure 1)

Figure 1: Experimental layout: Borehole with modules; cutaway of one module showing the distribution of metal coupons.

Schedule

The first eight modules were inserted into the borehole in September 2014. Retrieval will be made at increasingly longer intervals with the final two modules will be retrieved after 10 years.

macote schedule 002

MaCoTe non-heated test sampling plan (Phase 1: 2013 – 2018; Phase 2: 2019 – 2023). The vertical axis indicates the position of the module in the borehole. The bottom two modules (modules 7 and 8) will remain in the borehole for at least 9 years.

Planned analyses

Corrosion rates of samples are determined by weight loss method and the mineral alterations at the interfaces are analyzed with available analytical methods (e.g. SEM-EDX, XRD, etc.). Microbial populations both in the bentonite and the borehole water are analyzed using advanced cell counting and DNA mapping techniques.

In-situ heated corrosion test

The heated in-situ test consists of 5 specially designed heater probes with rings made up of the target material (copper coatings and carbon steel), surrounded by bentonite rings and inserted into 5 boreholes. The duration of each test is 1, 2, 3, 5 and 7 years.

For more information about this project, or to get in touch, please use our contact page.

The CFM Experiment

  • CFM Introduction
  • CFM Concept
  • CFM Project Aims
  • CFM Site Preparation [2009/10]
  • CFM Phase 1 [2004 - 2008]
  • CFM Phase 2 [2008 - 2013]
  • CFM In-situ Testing [2009/2011]
  • CFM In-situ Tracer Test [2012]
  • CFM : LIT (Long-term In situ Test) [2014]
  • CFM : IBET (In Rock Bentonite Erosion Test)
  • CFM References

40 years of Experience

Sample image 
40 Years experience

2014 marked a significant milestone in the history of the Grismel Test Site with the running of experiments which have spanned more than 30 years. Read more about the close to 40 years of scientific exploration in the 40 Years of History at the Gimsel Test Site section.

Grimsel 2010 - English (PDF 1,119 kb )

Grimsel 2010 - Deutsch  (PDF 989 kb )

CFM Video

GTS CFM PackerColloid Formation and Migration Video
A short video showing the tunnel packer installation.
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