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The issue of reinforcement corrosion in expanded clay concrete is considered in this article.
So, not the primary problem of reinforcement corrosion in heavy-weight concrete under the normal conditions and the correct protective layer, becomes in the major problem in expanded clay concrete.
Phenotypic differences become more obvious after long term interaction of the symbionts in expanded clay.
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Further, research shows the reuse of several wastes in expanded clay-based formulations.
A mixture of six mycorrhizal fungi species (Glomus etunicatum, G. microagregatum, G. intraradices, G. claroideum, G. mosseae and G. geosporum) with at least 80,000 living propagules per litre in zeolit or spongilit was added to each pot, in addition to expanded clay enriched with natural fertilizer.
In the concrete batches, expanded clay particles that were manufactured in a rotary kiln were used as the lightweight aggregates.
It has been determined, that this waste could be successfully used in the manufacture of expanded clay concrete and wall ceramic products.
Increasing the quantity of mullite wool in the mix of expanded clay concrete, the forecasted frost resistance decreased and the water absorption increased.
The plants were grown hydroponically on expanded clay aggregates in a vegetation chamber in constant environmental conditions.
Therefore, to contribute to a better operational understanding of anaerobic packed-bed reactors in hydrogen production, a study was conducted to investigate the influence of HRT and upflow velocity on hydrogen production in two reactors filled with expanded clay and fed with synthetic wastewater containing glucose as carbon source (approximately 3500 mg L−1).
Although OPS lightweight concrete shows twice the amount of drying shrinkage than expanded clay lightweight concrete in the short term, this difference reduces significantly at later ages.
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