Supplementary Cementitious Materials
Supplementary cementitious materials (SCMs) are reactive minerals added to concrete to partially replace Portland cement. Added benefits are improved permeability, durability, flowability to aid in pumping, workability in surface finishing, and mitigating aggregate alkali reactivity. The utilization of SCMs environmental benefit is the reduction of carbon emissions by decreasing clinker consumption, a significant contributor to ‘green house’ gases. Fly Ash and Ground Granulated Blast-Furnace Slag (GGBFS), by-products of coal-fired electric power plants and the steel industry, respectively, are examples of waste materials which contain cementitious properties used to replace clinker-based Portland cement in concrete. The following are SCMs:
- Fly ash
- Silica fume
- Calcined kaolin clay
- Natural pozzolans (volcanic ash)
- Synthetically produced pozzolans
SCMs can be used individually or in different combinations with Portland or blended cement and have two primary reactions that influence concrete properties. The hydration and chemical reactivities of SCMs are functions of their compositions, with many SCMs showing a variety of ranges of each reactivity type.
Latent Hydraulic Reactivity – SCMs react with water to form strength-bearing phases, with or without the presence of Portland cement.
Pozzolanic Reactivity – SCMs react chemically with water and free lime in the hydrating cement paste to form additional strength-bearing phases and cause a densification of the microstructure.
PEC Consulting Group offers the following consulting services for the evaluation of potential raw materials, process design, equipment selection and economic evaluation:
- Feasibility and technical studies for blended cement production plants.
- Coordination with laboratories for testing of materials.
- Conversion of existing OPC grinding systems to manufacture blended cements.
- Flowsheets, layouts, equipment lists, and basic designs.
- Equipment specifications, followed by technical and economic evaluation of process equipment.
- Capital cost and operating cost estimates.
- Logistics analysis.
- Economic and financial analysis.
In the manufacturing of blended cements, expensive clinker is substituted with cementitious materials such as granulated slag, fly ash, naturally occurring pozzolans, and synthetically produced pozzolanic materials to generate blended cements with unique properties.
The advantages of blended cement over Ordinary Portland Cement (OPC) are:
- Higher cement to clinker ratio
- Lower production costs
- Superior properties for certain applications, i.e., generating lower heat of hydration in placing mass concrete structures or under high ambient temperatures
- Environmentally friendly by reducing the use of fossil fuels
Coal Ash Processing
Coal Combustion Residuals (CCRs), also referred to as “Coal Ash,” “Ponded Fly Ash,” “Fly Ash,” “Bottom Ash,” and other related terms, are byproducts resulting from the burning of coal to generate steam or electricity in power plants. These byproducts are defined as follows:
Fly Ash – a fine, powdery material composed mostly of silica resulting from the combustion of finely ground coal in a boiler and being drafted by the off-gases into a dust collector.
Bottom Ash – a coarse, angular ash particle that is too large to be carried up into the off-gases, so it drops to the bottom of the coal furnace.
Power plants benefit from the revenue of the sale of coal ash that meets specifications for use as a pozzolanic additive in the preparation of ready-mix concrete. However, excess unsold ash is sluiced and ponded and later land-filled, creating a negative environmental impact. Stricter regulations on water pollution and diminution in the production of fresh fly ash due to closures of coal fired power plants has created the need to reprocess ponded and landfilled ash into a salable product.
Ground Granulated Blast-Furnace Slag (GGBFS)
GGBFS is a byproduct of iron ore smelting in a blast furnace. It consists of silicates and aluminosilicates, the chemical composition depends on the composition of the iron ore, while the physical properties depend on the cooling process. Slag cement is produced when GBFS is ground very fine to partially replace Portland cement, resulting in the following advantages:
- Increase sulfate resistance
- Increase alkali-silica reaction resistance
- Increase pore refinement
- Decrease water demand
- Decrease permeability
- Increase long-term strength
- Less heat of hydration
Silica fume is a byproduct of producing silicon metal or ferrosilicon alloys. Due to its physical and chemical properties, silica fume is a very reactive synthetic pozzolan. Concrete containing silica fume generates high strength and durability. Silica fume remains inert until water and Portland cement start hydrating when the chemical reaction produces two compounds Calcium Silicate Hydrate (CSH), which is the strength producing crystallization, and Calcium Hydroxide (CH), which acts as a pore filler. The advantages of silica fume in concrete are:
- High durability
- Efficient finishing process
- High early compressive strength
- High flexural strength and modulus of elasticity
- Prevention of thermally induced cracking