The durability of six concretes exposed to magnesium brine was monitor
ed for 24 months. These concretes incorporated ground granulated blast
furnace slag, silica fume, and fly ash. The Young's moduli, chloride
penetrations, and median pore diameters were measured. There was a cyc
lic nature to these properties due to the complicated interaction of h
ydration with magnesium, chloride and sulfate attack. Mineral admixtur
es, in combination with a long initial cure, provided the most durable
concrete. Concrete with 65% slag had the best overall durability to t
he brines tested.