Repository logo
  • Log In
    Log in via Symplectic to deposit your publication(s).
Repository logo
  • Communities & Collections
  • Research Outputs
  • Statistics
  • Log In
    Log in via Symplectic to deposit your publication(s).
  1. Home
  2. Faculty of Engineering
  3. Materials
  4. Materials PhD theses
  5. Development of magnesium silicate hydrate (M-S-H) cement-based materials for Magnox waste encapsulation
 
  • Details
Development of magnesium silicate hydrate (M-S-H) cement-based materials for Magnox waste encapsulation
File(s)
BaxterChinery-M-2024-PhD-Thesis.pdf (8.02 MB)
Thesis
Author(s)
Baxter Chinery, Mercedes
Type
Thesis or dissertation
Abstract
The first UK civil nuclear reactors used natural uranium fuel surrounded by a magnesium non-oxidising alloy cladding (Magnox). The Magnox waste was stored under water, alongside uranium, aluminium, and other metals, and has evolved into a magnesium hydroxide (Mg(OH)2) rich sludge, requiring encapsulation for long-term storage in a geological disposal facility. The current system (composite cement) is unsuitable for the Magnox sludge, as at the cement pH (13), aluminium would corrode. A mortar pH of 9 – 11 would limit the corrosion (and hydrogen production) of any unreacted aluminium and magnesium.

Magnesium-silicate-hydrate (M-S-H) is formed from the hydration of magnesium and silica sources. An M-S-H mortar using magnesium oxide (MgO) and microsilica had a final pH of 10 – 11, porosity of 9.2 %, and achieved strengths of 40 MPa by 90 days. Using an M-S-H mortar as an encapsulation matrix could allow for the Magnox sludge to be included as a component in the mortar, significantly reducing waste volume.

Two mortars, using Mg(OH)2-based sources (powder and sludge (CMgS)), were optimised for waste use, maximising the proportion of included Mg(OH)2 whilst still meeting the set criteria. Mg(OH)2 has a low reactivity, so MgO was added to promote early M-S-H formation. Using CMgS reduced the mortar fluidity, requiring an increased water/solid ratio. The properties of these mortars (and a reference MgO-based mortar) were studied for up to 1 year. The mortars met the encapsulation criteria. The CMgS-based mortar achieved a compressive strength of 25 MPa, connected porosity of 8.8 % by 365 days, a pH between 10 – 11 and exhibited the greatest resistance to chemical ingress.

If the CMgS-based M-S-H mortar was used as the encapsulation matrix, with Magnox sludge as the Mg(OH)2 component, the waste package volume would be 4, 000 m3, reducing the required storage space by 52 %.
Version
Open Access
Date Issued
2024-03
Date Awarded
2024-07
URI
http://hdl.handle.net/10044/1/113896
DOI
https://doi.org/10.25560/113896
Copyright Statement
Creative Commons Attribution NonCommercial Licence
License URL
https://creativecommons.org/licenses/by-nc/4.0/
Advisor
Wenman, Mark
Wong, Hong
Cheeseman, Christopher
Vandeperre, Luc
Sponsor
Engineering and Physical Sciences Research Council
Grant Number
EP/S023844/1
Publisher Department
Materials
Publisher Institution
Imperial College London
Qualification Level
Doctoral
Qualification Name
Doctor of Philosophy (PhD)
About
Spiral Depositing with Spiral Publishing with Spiral Symplectic
Contact us
Open access team Report an issue
Other Services
Scholarly Communications Library Services
logo

Imperial College London

South Kensington Campus

London SW7 2AZ, UK

tel: +44 (0)20 7589 5111

Accessibility Modern slavery statement Cookie Policy

Built with DSpace-CRIS software - Extension maintained and optimized by 4Science

  • Cookie settings
  • Privacy policy
  • End User Agreement
  • Send Feedback