| People | Locations | Statistics |
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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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Kinuthia, John
University of South Wales
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (25/25 displayed)
- 2023Derivation and Internal Validation of a Risk Score for Predicting Chlamydia trachomatis Infection in Kenyan Women Planning Conception
- 2023Physico-Mechanical Evaluation of Geopolymer Concrete Activated by Sodium Hydroxide and Silica Fume-Synthesised Sodium Silicate Solutioncitations
- 2022Opportunities and Challenges to Emergency Department-Based HIV Testing Services and Self-Testing Programs: A Qualitative Study of Healthcare Providers and Patients in Kenyacitations
- 2022The cost of implementing the Systems Analysis and Improvement Approach for a cluster randomized trial integrating HIV testing into family planning services in Mombasa County, Kenyacitations
- 2022Effects of Lysinibacillus sphaericus on Physicomechanical and Chemical Performance of OPC Blended with Natural Tuff and Pulverized Fly Ash
- 2021Influences on Early Discontinuation and Persistence of Daily Oral PrEP Use Among Kenyan Adolescent Girls and Young Women: A Qualitative Evaluation From a PrEP Implementation Programcitations
- 2016Strength and environmental evaluation of stabilised Clay-PFA eco-friendly brickscitations
- 2016Unfired clay materials and constructioncitations
- 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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document
Innovative Building Materials: Manufactured Bricks Using By-products of an Industrial Process
Abstract
This paper reports on innovative research efforts to develop building bricks using industrial by-products and the possible benefits in terms of technology, economy and care for the environment. A process of brick making by utilising a by-product of an industrial process is viewed as a step towards a more sustainable building construction. Laboratory tests were carried out on cylindrical test specimens made with all in one 3.35mm- 63µm crushed carboniferous and oolitic limestone aggregate bound with a blended binder comprising of Portland cement (PC) and Ground Granulated Blast-furnace Slag (GGBS; a by-product of steel manufacture). In the current investigation, the cylindrical specimens were moist cured at room temperature of about 20 ± 2ºC for 3, 7, 14 and 28 days before testing for unconfined compressive strength. Preliminary results show that the strength values for all stabilised material investigated was within the strength range of 4.2 to 10.9N/mm². These results suggest that there is potential in using GGBS as both blended and unblended binder for the manufacturing of building bricks.