Effect of Granulated Slag on the Durability of Compressed Earth Bricks Based of Sulfate-Bearing Soil


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Authors

  • Ouarda Izemmouren University of Biskra
  • Ferdous Bezaou University of Djelfa

DOI:

https://doi.org/10.59287/ijanser.79

Keywords:

Compressed Earth Brick, Granulated Slag, Lime, Mechanical Strength, Durability

Abstract

This work deals with the problem of stabilizing compressed earth bricks that contain a significant amount of sulphate. The objective of this study is to analyze the effect of the addition of lime-activated granulated slag (GS) on compressed earth bricks (CEB.) based on sulphate-bearing soil to improve its mechanicals resistance and especially its sensitivity to water. In this context, a soil stabilized with an 8% lime content of the dry mix weight and four slag contents (10%, 20%, 30% and 40%) of the weight of the lime was used. The samples were subjected to mechanical strength tests in dry and wet compression and also to durability tests: total absorption, drying / wetting, swelling. The results showed that the addition of granulated slag with lime can improve the mechanical properties and durability of compressed earth bricks based on sulphate soil.

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Author Biographies

Ouarda Izemmouren , University of Biskra

Civil Engineering and hydraulic, laboratory of research in Civil engineering, Algeria

Ferdous Bezaou , University of Djelfa

Department of civil engineering, laboratory of development mechanical and material,  Algeria

References

S.Wild, J.M. Kinuthia, G.I. Jones and D.D. Higgins, “Effect of partial subsitution of lime with ground granular furnace slag (GGBS) on the strength properties of lime-stabilised sulphate-bearing clay soils“Engineering Geology Vol.51, pp.35–53, 1998.

JA. Puppala, JA. Griffin, LR. Hoyos, and S. Chomtid, “Studies on sulfate-resistant cement stabilization methods to address sulfate-induced soil heave”Geotechnical and Geoenviromental Engineering , pp 391–402 (ASCE), 2004.

E. Celik, Z, and Nalbantoglu, “Effects of ground granulated blastfurnace slag (GGBS) on the swelling properties of lime-stabilized sulfate-bearing soils” Engineering geology Vol.163, pp 20–25, 2013.

J.E Oti, J.M. Kinuthia, J. Bai, “Engineering properties of unfired clay masonry bricks”, Eng Geol, Vol.107, pp 130–9, 2009.

J.E. Oti, J.M. Kinuthia, J. Bai, “Compressive strength and microstructural analysis of unfired clay masonry bricks” Eng Geol, Vol.109 pp 230–40, 2009.

J.D. Mckinley, H.R .Thomas, K.P .Williams, and J.M Reid, “Chemical analysis of contaminated soil strengthened by the addition of lime”, Engineering Geology, Vol.60 (1–4), pp.181–192, 2001.

O. Izemmouren, S. Guettala, and A. Guettala, “Mechanical Properties and Durability of Lime and Natural Pozzolana Stabilized Steam-Cured Compressed Earth Block

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Published

2023-02-16

How to Cite

Izemmouren , O., & Bezaou , F. (2023). Effect of Granulated Slag on the Durability of Compressed Earth Bricks Based of Sulfate-Bearing Soil. International Journal of Advanced Natural Sciences and Engineering Researches, 7(1), 10–14. https://doi.org/10.59287/ijanser.79

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