TEES BARRAGE - DURABILITY ASSESSMENT OF CONCRETE

Citation
K. Hollinshead et al., TEES BARRAGE - DURABILITY ASSESSMENT OF CONCRETE, Proceedings of the Institution of Civil Engineers. Municipal engineer, 115(4), 1996, pp. 203-208
Citations number
9
Categorie Soggetti
Engineering, Civil
ISSN journal
09650903
Volume
115
Issue
4
Year of publication
1996
Pages
203 - 208
Database
ISI
SICI code
0965-0946(1996)115:4<203:TB-DAO>2.0.ZU;2-D
Abstract
A barrage has been constructed on the River Tees, near Stockton in the UK, by the Teesside Development Corporation. Ground granulated blastf urnace slag cement was specified to meet the durability requirements o f a 120-year life. The Building Research Establishment was commissione d to monitor the performance of the concrete in the barrage so that th e body adopting the barrage can be given assurance that the structure will meet its design specifications. Upstream of the barrage the water is non-saline and will be maintained at a constant level. Downstream where the water is saline and tidal, epoxy-coated reinforcing bars hav e been used. Concrete test blocks have been cast on site from a concre te mix equivalent to that used in the barrage and these are exposed in upstream and downstream environments. The development over time of ca rbonation, chloride ingress, permeability and strength will be determi ned. Corrosion probes have been cast into test blocks and the walls of the upstream and downstream navigation lock waiting bays. Corrosion i s not expected to occur within the time-scale of the initial project ( four years) but these probes allow for the possibility of much longer term monitoring and will provide valuable baseline data for non-corrod ing steel.