Sulphate-generated heave – the effect on structures in Dublin

Author: Peter Finnegan, Paul Forde and Brian Hawkins

Date published

1 May 2014

Price

Standard: £9.95 + VAT
Members/Subscribers: Free

The Institution of Structural Engineers The Institution of Structural Engineers
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Sulphate-generated heave – the effect on structures in Dublin

Tag
Author
Peter Finnegan, Paul Forde and Brian Hawkins
Date published
1 May 2014
Price

Standard: £9.95 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Peter Finnegan, Paul Forde and Brian Hawkins

Citation

The Structural Engineer, Volume 92, Issue 5, 2014, Page(s) 47-53

Date published

1 May 2014

Author

Peter Finnegan, Paul Forde and Brian Hawkins

Citation

The Structural Engineer, Volume 92, Issue 5, 2014, Page(s) 47-53

Price

Standard: £9.95 + VAT
Members/Subscribers: Free

Pyrite oxidation beneath slabs can crack concrete and lift structures as expanding fill grips substructure walls. In Dublin, remediation revealed wide horizontal cracks that typically close once the expanding fill is removed.

Synopsis

When pyrite-rich calcareous aggregate oxidises beneath a ground floor slab, it can raise and crack the concrete floor. In addition, it has been found that when tightly compacted fill expands, it may grip the sub structure walls such that the whole superstructure is lifted off these support walls. During remediation of distressed buildings in Dublin, horizontal cracks more than 20mm wide have been seen in the concrete block sub-structure walls. These separation cracks normally reduce or close when the expanding fill is removed. Careful planning of the remedial works is required to avoid the development of differential stresses and prevent further cracking of the superstructure, particularly where this consists of semi-detached or terraced buildings.

Additional information

Format:
PDF
Pages:
47-53
Publisher:
The Institution of Structural Engineers

Tags

Concrete Floor Technical Issue 5

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