Natural Resources Canada - Durability of Concrete In Marine Environment
Phase I
Pelletized Blast-Furnace Slag, Concretes Incorporating High-Range Water Reducing Admixtures
Phase II
Fly Ash and Pelletized Blast-Furnace Slag
Phase III
Low Density Concrete Incorporating Pelletized Blast-Furnace Slag
Phase IV
Concrete Incorporating Fly Ash
Phase V
Ground Granulated Blast-Furnace Slag (ggbfs) and Air-Entrained and non Air-Entrained Concretes Incorporating Silica Fume
Phase VI
Low Density Steel Fibre-Reinforced Concrete Incorporating Fly Ash and Silica Fume
Phase VII
Low Density Concrete Incorporating Silica Fume
Phase VIII
High Volume Fly Ash Concrete
Phase IX
Steel Reinforced Concrete Incorporating Pelletized Blast-Furnace Slag or Fly Ash or Silica Fume
Phase X
Phase XI
Low Density High-Volume Fly Ash Concrete
Phase XII
Unreinforced, Reinforced, or Reinforced with Epoxy-Coated Reinforcement
Phase XIII
High-Volume Fly-Ash Concrete (EPRI Project)
Phase XIV
Silica Fume and Fly Ash in Controlling Expansion and Cracking of Concrete Due to Alkali-silica Reaction
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