Strength and Drying Shrinkage Properties of Concrete Containing Furnace Bottom Ash as Fine Aggregate

By Yun Bai, F. Darcy, P. Basheer. 2005

187 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/52261025b7be9f7c85eeb4c1d34963677fbacb1d

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Microstructure and properties of concrete using bottom ash and waste foundry sand as partial replacement of fine aggregates (2014, background): “Some authors have reported the use of bottom ash in concrete as partial replacement of portland cement [1–3] or as a partial replacement of fine aggregates [4–9].”
Utilization of industrial by-products in concrete (2014, background): “[25] observed increased compressive strength at lower replacement levels of sand with bottom ash.”
Strength properties and micro-structural properties of concrete containing coal bottom ash as partial replacement of fine aggregate (2014, background): “[10] investigated that at fixed water cement ratio, slump increased with the increase in coal bottom ash content but compressive strength of bottom ash concrete decreased.”
Influence of water/powder ratio on strength properties of self-compacting concrete containing coal fly ash and bottom ash (2012, result): “The findings regarding the gain of strength at 28 days and 365 days of 41% and 14%, respectively, with the decrease in fly ash contents from 35% (M305) to 15% (M301), are similar to the ones [20], wherein they concluded that when the bottom ash content was increased, the decrease in compressive stre”
Sustainable use of industrial-waste as partial replacement of fine aggregate for preparation of concrete – A review (2016, methodology): “Bai et al. (2005) studied drying shrinkage on concrete mix in same water cement proportion and constant slump and concluded that at 0.45 and 0.55 fixed water cement ratio, values of the drying shrinkage of furnace bottom ash concretes were lower than the reference mix at all curing ages but at the…”