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
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.