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Interaction of glasses with a GDF environment

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Title: Interaction of glasses with a GDF environment


1
Interaction of glasses with a GDF environment
  • Russell J Hand
  • ISL
  • University of Sheffield

2
Introduction
  • Geological disposal facility
  • Co-disposal?
  • Glass durability
  • General issues
  • Durability in highly alkaline conditions
  • Conclusions

3
Co-disposal
4
  • ILW/LLW
  • Cemented wastes
  • Following emplacement of the wastes the vaults
    would be backfilled when technically required,
    for example with alkaline grout, specially
    formulated to inhibit dissolution of any
    radionuclides, and then sealed.
  • June 2008 White Paper Annex A
  • HLW
  • Vitrified wastes
  • Also SNF
  • Swedish KBS3 system
  • Lets build a copper deposit!

5
Glass durability
  • Extensively studied area
  • Especially French SON68 / R7T7 compositions
  • UK compositions are related BUT
  • Higher Mg content
  • Do not contain CaO/ZnO/Al2O3/ZrO2 in base glass

6
Silicate glass dissolution
  • Neutral and acidic pH
  • Diffusional ion exchange
  • High pH
  • Congruent dissolution

7
Glasses in cements
  • Reinforcement of cement and concrete with glass
    fibres
  • The use of Portland cements leads to failure of
    the glass-fibre reinforcement owing to their
    aggressive action on glass fibre.
  • Majumdar Ryder Glass Technol. 9 (1968) 78-84

Data for OPC reinforced with Pyrex fibres
8
  • Alkali resistant glass compositions have been
    specially develope
  • Zirconia rich
  • E.g. 71.3 SiO2, 15.8 ZrO2, 0.1 CaO, 0.1 MgO,
    11.5 Na2O, 0.8 Li2O and 1 K2O (wt)
  • Work is ongoing to develop coatings to increase
    durability of glass fibres under these conditions
  • Also alternative, less alkaline, cements

OPC reinforced with AR fibres Data from Purnell
Beddows Cem. Concr. Comp. 27 (2005) 875-884.
9
  • SrO-MgO-ZrO2-SiO2 glasses
  • 1 M NaOH 75ºC
  • 40wt SiO2 glasses more durable in alkaline
    solutions than ones with higher SiO2 contents
  • Weight loss (µg mm2) 59.39 114.3Zr
    0.164Sr 20.4Mg
  • i.e. durability improved with Sr lt Mg lt Zr
  • Karasu Cable J. Europ. Ceram. Soc. 20 (2000)
    2499-2508

10
  • Incorporation of waste glass into cement
    concrete
  • Very limited pozzolanic activity (if any)
  • BUT expansive alkali-silica reaction (ASR) can be
    significant
  • Glass acts as an alkali source

CRT glass as fine aggregate in OPC
11
Conventional durability test results
Interdiffusion
V
I
II
III
IV
Resumption of alteration
r(t) rate drop
rf residual or final rate
B
Hydrolysis
Na
Concentration of leached species
Si
End of alteration or phase precipitation
Possible phase precipitation
Time
Initial rate - 1µm/day at 90ºC
1µm/50 day at 50ºC
Final rate - 1µm/50 yr at 90ºC
1µm/170 yr at 50ºC
12
Affinity approach
  • Aqueous durability of glasses often summarised by
  • Combine terms into a forward rate term r0 which
    depends on
  • Glass composition
  • Temperature
  • pH

13
  • Data from Knauss et al Sci. Basis Nucl. Waste
    Management XIII Proc MRS 176 (1990) 371-381
  • 55.73 SiO2
  • 8.43 B2O3
  • 11.68 Al2O3
  • 18.2 Na2O
  • 5.97 CaO (wt)
  • Controlled pH
  • SPFT

14
  • Fitted results
  • 25ºC (alkaline)
  • 50ºC (alkaline)
  • 70ºC (alkaline)
  • McGrail et al. J. Nucl. Mater. 249 (1997) 175-189
  • 55.91SiO2 5B2O3 20Na2O 12Al2O3 4CaO 1.46K2O
    0.19P2O5 1.44 others (wt)
  • SPFT test
  • 20 90ºC
  • No change in law with pH

15
  • Abraitis et al. Appl. Geochem. 15 (2000)
    1399-1416
  • MW glass
  • 18 4 ºC

B release
Si release
16
  • SON68
  • Measured over pH range
  • 6 10
  • Temperature range
  • 25 100C
  • Frugier et al. J. Nucl. Mater. 380 (2008) 8-21

17
  • Conradt
  • Calculation of Ea term using ?Ghydr (composition
    dependent)
  • Also included an additional surface absorption
    term

22Na2O 6CaO 72SiO2 (wt) Conradt J Amer Ceram Soc
91 (2008) 728-735
18
Protective layer
  • Gel layer
  • Densification of gel layer has a significant
    effect on alteration kinetics
  • Densified layers present more of a diffusion
    barrier
  • Very insoluble oxides e.g. ZrO2 hinder this
    reorganisation
  • Can lead to faster dissolution rates in the
    longer term
  • Cailleteau et al. Nature Mater. (2008)

19
  • SON68 glass
  • 90C static test
  • SA/V 50 cm1
  • Protective layer fails at higher pH values
  • Precipitation of zeolites
  • Gin Mestre J Nucl. Mater. 295 (2001) 83-96
  • Ribet Gin J Nucl. Mater. 324 (2004) 152-164

20
  • The phenomenology of SON68 glass alteration in
    initially pure water reviewed here is not
    sufficient to establish any particular kinetic
    law. The law must also be applied to a variety of
    glass compositions in a range of chemical
    environments to consolidate its robustness and
    guarantee its predictability
  • Frugier et al. J. Nucl. Mater. 380 (2008) 8-21

21
Conclusions
  • (Boro)silicate glasses are non-durable under
    highly alkaline conditions
  • Congruent dissolution
  • Special compositions developed for use in cement
  • In closed systems involving water low final rate
    is achieved because pH is limited
  • At high imposed pH values final rate may NOT be
    achieved
  • Co-disposal exposes vitrified HLW to alkaline
    plume
  • Cannot assume that final rate behaviour will be
    observed under these circumstances
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