| 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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article
Sustainable masonry mortar for brick joint and plaster in the UK
Abstract
Blended mixtures of ground granulated blastfurnace slag and Portland cement were used in making sustainable masonry mortars suitable for brick joints and for plastering, with Portland cement mortar as control. The testing programme included the determination of a relationship between the mortar flow value and mortar water demand for a wide range of mix compositions. The mortar tensile strength is not a very critical property due to the fact that brickwork mortar is not usually under tension when in service; however, this parameter was determined in the laboratory using a standard briquet towing/testing machine. Chemical durability of the control and blended mortar in aggressive sulfate-bearing exposure conditions was investigated. The relationship between compressive strength of the mortar cured in water and in sodium sulfate solution at room temperature (20?±?2°C) for from 3 to 120 days was established. The results demonstrated that after a prolonged period of exposure, significant strength and weight loss in the control mortar was observed. This phenomenon is explained, due to calcium hydroxide production as a consequence of Portland cement hydration, change in mortar morphology, inhibition of reaction species and the final disruption of the mortar matrix, resulting in loss of strength and weight at late age. The results obtained suggest that ground granulated blastfurnace slag can be incorporated into Portland cement for the development of sustainable and durable mortars in the UK.