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

Low Density Concrete Incorporating Silica Fume

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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