Hostname: page-component-cd9895bd7-gxg78 Total loading time: 0 Render date: 2024-12-27T02:22:11.101Z Has data issue: false hasContentIssue false

Durability of Blended Cements in Contact with Sulphate-Bearing Ground Water

Published online by Cambridge University Press:  21 February 2011

S L Duerden
Affiliation:
Building Research Establishment, Department of the Environment, Watford, Herts, United Kingdom. WD2 7JR.
A J Majumdar
Affiliation:
Building Research Establishment, Department of the Environment, Watford, Herts, United Kingdom. WD2 7JR.
P L Walton
Affiliation:
Building Research Establishment, Department of the Environment, Watford, Herts, United Kingdom. WD2 7JR.
Get access

Abstract

In the concept of radioactive waste disposal developed in the UK, OPC blended with pulverised fuel ash or ground granulated blastfurnace slag is being considered for encapsulation of waste forms, as a material for backfilling and sealing a repository, and for concrete in repository construction.

This paper describes a laboratory study of the long term durability of such cements in contact with sulphate-bearing ground water under accelerated exposure conditions. Mineralogical analysis of the cements over the exposure period, carried out with the aid of scanning electron microscope observations and x-ray diffraction studies, provides an indication of the stability of cementitious phases exposed to an aggressive environment.

It is shown that for intact cement blocks there is minimal interaction between cement and sulphate-bearing ground water. Sulphate minerals produced by the reaction are accommodated in voids in the cement with no adverse effect on the cement structure. However, crystallisation of C-S-H and sulphate minerals along cracks in hardened cement specimens causes expansion of fracture surfaces resulting in a more accessible route for ground water intrusion and radionucleide migration.

The reaction of cement with ground water is greatly accelerated by the use of powdered material. Ettringite formed in the reaction is found to be unstable under these conditions. The mineralogical assemblage after exposure for 1 year is calcite, hydrotalcite, C-S-H and quartz.

Type
Research Article
Copyright
Copyright © Materials Research Society 1990

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

REFERENCES

[1] Cooper, M. Radwaste Immobilisation. Atom, December 1986, 26.Google Scholar
[2] Walton, P.L., Duerden, S.L., Atkins, K.M., Majumdar, A.J. Interactions between cement grouts and sulphate-bearing ground water. DoE/HMIP Report in preparation.Google Scholar
[3] Crammond, N.J. Quantitative x-ray diffraction analysis of ettringite, thaumosite and gypsum in concretes and mortars. Cement Concr Res. 1985, 15, 431441.Google Scholar
[4] Diamond, S. Cement paste microstructure: An overview at several levels. Proc Conf on Hydraulic Cement Pastes; their structure and properties. Sheffield 1976. pp 230.Google Scholar