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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Oti, Jonathan
University of South Wales
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (22/22 displayed)
- 2024Development of low carbon concrete and prospective of geopolymer concrete using lightweight coarse aggregate and cement replacement materialscitations
- 2023Physico-Mechanical Evaluation of Geopolymer Concrete Activated by Sodium Hydroxide and Silica Fume-Synthesised Sodium Silicate Solutioncitations
- 2022Performance of sustainable road pavements founded on clay subgrades treated with eco-friendly cementitious materialscitations
- 2022Evaluation of the structural performance of low carbon concretecitations
- 2020Mechanical properties and microstructure of fibre-reinforced clay blended with by-product cementitious materialscitations
- 2016Engineering Properties of Concrete made with Brick Dust Waste
- 2015Heating and Cooling Scenario of Blended Concrete Subjected to 780 Degrees Celsius
- 2015Development of stabilised brick and mortar using biomass wastecitations
- 2015The Use of Palm Kernel Shell and Ash for Concrete Production
- 2012Stabilised unfired clay bricks for environmental and sustainable usecitations
- 2012Designed non-fired clay mixes for sustainable and low carbon usecitations
- 2010Freeze-thaw of stabilised clay brickcitations
- 2010Unfired clay masonry bricks incorporating slate wastecitations
- 2010Design thermal values for unfired clay brickscitations
- 2010Engineering properties of concrete made with slate wastecitations
- 2010Sustainable masonry mortar for brick joint and plaster in the UKcitations
- 2009Engineering properties of unfired clay masonry brickscitations
- 2009Compressive strength and microstructural analysis of unfired clay masonry brickscitations
- 2009Unfired clay bricks: from laboratory to industrial productioncitations
- 2008Using Slag for Unfired-Clay Masonry-Brickscitations
- 2008Innovative Building Materials: Manufactured Bricks Using By-products of an Industrial Process
- 2008Developing unfired stabilised building materials in the UKcitations
Places of action
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article
Developing unfired stabilised building materials in the UK
Abstract
This paper discusses laboratory tests on Lower Oxford Clay (LOC) stabilised using different levels of lime (L) or Portland cement (PC), with and without blending with ground granulated blast-furnace slag (GGBS). LOC is used by Hanson Brick Company Ltd in the manufacture of fired ‘London’ bricks at the Stewartby brick plant in Bedfordshire. The research investigated L–PC, L–GGBS and PC–GGBS blends to assess their potential for application in sustainable unfired clay building materials (bricks, mortar, etc.). Use of unfired materials reduces not only energy costs, but also environmental damage associated with the traditional firing process used in the manufacture of clay building components. Due to the high strength requirements of the building industry compared with, for example, stabilised highway pavement layers, a high maximum stabiliser dosage of 20% was used. For road construction, typical stabiliser dosages are 3–8% for lime and 3–5% for PC. In the current investigation, cylindrical test specimens were cured for 28 days at moisture contents of 25, 30, 35 and 40% before testing for unconfined compressive strength. Preliminary results show that the strength values for all stabilised material investigated was within the strength range of 737–2077 kN/m2 at 28 days, with L–PC blends tending to achieve lower strength values than L–GGBS blends. Overall results suggest that there is potential in using GGBS-based binders for the manufacture of unfired building components.