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Related Concept Videos

Aggregates Classification01:29

Aggregates Classification

Aggregate classification is generally based on its size, petrographic characteristics, weight, and source. Size classification ranges from coarse to fine aggregates, defined by the size of the particles. Coarse aggregates are particles that do not pass through ASTM sieve No. 4, and aggregates that pass through the sieve are fine aggregates.
Petrographic classification groups aggregates based on common mineralogical characteristics. Some of the common mineral groups found in aggregates are...
Toughness and Hardness of Aggregate01:22

Toughness and Hardness of Aggregate

Toughness and hardness are critical properties of aggregate materials used in concrete, particularly on pavement surfaces and industrial flooring subjected to heavy loads. Toughness is defined as the aggregate's resistance to failure by impact and is measured by the aggregate impact value (AIV). For this, the aggregate impact value test is performed, wherein the impact is delivered by a standard hammer, which falls freely under its own weight onto the aggregates. The aggregates fragment in the...
Design Example: Managing Concrete Workability01:14

Design Example: Managing Concrete Workability

This example deals with managing the workability of concrete for a raft foundation project under hot weather conditions. Workability is crucial for ensuring the concrete is easy to place, compact, and finish. In this scenario, a slump test — a common method to measure the workability of fresh concrete — initially indicated low workability. This was attributed to the rapid water loss from the concrete mix, exacerbated by the high temperatures causing the course aggregates to heat up.
To address...
Additives and Fillers in Concrete01:29

Additives and Fillers in Concrete

Additives and fillers are integral to enhancing the properties of concrete. Pozzolans and blast-furnace slag are additives or admixtures due to their reactions with calcium hydroxide released during cement hydration. Fillers, which are finely ground and similar in fineness to Portland cement, improve concrete attributes such as workability density, and reduce capillary bleeding or cracking. Some fillers possess hydraulic properties or participate in benign reactions within the cement paste.
The...
Pozzolans01:21

Pozzolans

Pozzolans are siliceous or aluminous materials blended with Portland cement. They interact with the calcium hydroxide produced during the hydration of Portland cement and contribute to improved strength and durability of concrete. The pozzolanic activity, a measure of a pozzolan's effectiveness, is typically assessed using the strength activity index, as defined in ASTM C 618-93, which calculates the ratio of the compressive strength of cement mixtures with and without pozzolan.
Fly ash is a...
Deleterious Substances in Aggregate01:25

Deleterious Substances in Aggregate

Deleterious substances in aggregates can be detrimental to the quality and durability of concrete. These substances include organic impurities like loam, which interfere with cement hydration and are usually present in the sand. These prevent a good bond between aggregate and cement paste. Organic impurities can be detected using the colorimetric test, where the darkness of a solution after agitation indicates the level of organic content.
Another type of impurity is clay and fine material that...

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Related Experiment Video

Updated: May 28, 2026

Two-way Valorization of Blast Furnace Slag: Synthesis of Precipitated Calcium Carbonate and Zeolitic Heavy Metal Adsorbent
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Artificial lightweight aggregates as utilization for future ashes - A case study.

Angelo Sarabèr1, Robert Overhof, Terry Green

  • 1KEMA, P.O. Box 9035, 6800 ET Arnhem, The Netherlands. asaraber@vliegasunie.nl

Waste Management (New York, N.Y.)
|October 4, 2011
PubMed
Summary

This study explored using coal fly ash to create lightweight aggregates for concrete. The resulting concrete demonstrated good strength and met environmental standards, though production costs remain a challenge.

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Area of Science:

  • Materials Science
  • Environmental Engineering
  • Civil Engineering

Background:

  • Increased coal co-combustion in the Netherlands will raise fly ash volumes.
  • Fly ash utilization is crucial, with lightweight aggregates (LWA) being a promising option.
  • This study assesses fly ash potential for LWA production.

Purpose of the Study:

  • To evaluate the feasibility of producing LWA from Dutch class F fly ash.
  • To investigate the properties of LWA and its performance in concrete.
  • To analyze the environmental and economic viability of this utilization method.

Main Methods:

  • Laboratory-scale rotary kiln production of LWA using class F fly ash and 8% clay.
  • Characterization of LWA properties.
  • Testing of concrete incorporating the produced LWA, including compressive strength and leaching behavior.
  • Life cycle assessment considering carbon footprint and operational costs.

Main Results:

  • Lightweight aggregates were successfully produced from high-lime class F fly ash.
  • Concrete with LWA exhibited good compressive strength and met stringent Dutch environmental leaching regulations.
  • While LWA has benefits in reduced weight (design, transport, insulation), its production costs currently exceed potential selling prices in the Netherlands, resulting in a negative gate fee for fly ash.

Conclusions:

  • Fly ash can be effectively utilized to produce LWA for concrete applications.
  • The environmental regulations for leaching are met, but economic feasibility requires further consideration or subsidies.
  • The negative gate fee suggests a need for economic incentives to promote this sustainable waste valorization pathway.