Civil Engineering Reference
In-Depth Information
unsuitable weather in order to avoid expensive delays. In many cases the
causes of repair failure given by respondents could have been avoided if
the financial pressures were less and good practice had been followed more
closely.
There were no cases where the quality of materials was considered to be
a cause of failure but there were many where it was considered that material
selection had been incorrect. Repair materials should be compatible with
the substrate particularly in relation to ductility. In many cases there has
been undue emphasis on the strength of the repair material and inadequate
attention to ductility.
The case histories have shown that there are benefits from the application
of coatings on repairs as the success rate for patches was increased from 30
to 50 per cent and for crack injection from 70 to 80 per cent.
The performance of CP is encouraging as 60 per cent of the installations
were reported to be wholly successful compared with 50 per cent for all
repair methods. However, it is important for owners of structures to be
aware that installations require regular inspection to ensure that they are in
working order, and to be aware that they are susceptible to vandalism.
Abbreviations
AAR
Alkali-aggregate reaction
C Inj
Crack injection
C Inj+C
Crack injection plus coating
CP
Cathodic protection
Patch+C
Patch plus coating
X constr.
Faulty construction
References
Commission of Inquiry into the Collapse of a Portion of the de la Concorde Overpass
(2007) Report . October 13-15, Québec: Bibliothèque et Archives nationales du
Québec, Library and Archives. Canada. Gouvernement du Québec.
Cusson D and Mailvaganam N (1996). 'Durability of repair materials'. Concrete
International , 1996, 18(3): 34-38.
Doyle N (1993). 'Beam failure starts US stadium check' . New Civil Engineer , 3 June,
4-5.
Emmons P (2006). 'Vision 2020: A strategic plan for improvements to the concrete
repair industry' . Unpublished lecture, BRE Garston.
Matthews S, Sarkkinen M and Morlidge, J (2007). Achieving Durable Repaired
Concrete Structures: Adopting a Performance-Based Intervention Strategy. IHS
BRE Press, EP 77.
Oliver A (2000). 'Rusty tendons are likely culprit in US bridge collapse' . New Civil
Engineer , 25 May, 5-7.
Radic J (1989). 'Bridge durability parameters'. Symposium on the Durability of
Structures . Lisbon. IABSE.
 
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