| 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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Claisse, Peter A.
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (16/16 displayed)
- 2013Corrosion durability of high performance steel fibre reinforced concrete
- 2012Introducing cem-zero
- 2012Strength performance of fly ash and slag mixtures using gypsumcitations
- 2011Effect of steel slag and Portland cement in the rate of hydration and strength of blast furnace slag pastescitations
- 2009Strength optimization of novel binder containing plasterboard gypsum waste
- 2009Properties of concrete using high-lime pfa from a UK sourcecitations
- 2008Gypsum waste reduction through stabilization for trench backfillcitations
- 2007Use of recycled gypsum in road foundation construction
- 2007Development of novel cementitious binders using plasterboard waste and pozzolanic materials for road bases
- 2006Factors affecting measurement of hydraulic conductivity in low strength cementitious materialscitations
- 2005Encouraging the use of mineral wastes in CLSM in the construction industry
- 2004Preliminary investigations into the use of secondary waste minerals as a novel cementitious landfill linercitations
- 2004Waste to contain waste – containment systems for pollution prevention
- 2004Selection of cementitious mixes as a barrier for landfill leachate containmentcitations
- 2003A vacuum-air permeability test for in-situ assessment of cover concretecitations
- 2001Novel composite landfill linerscitations
Places of action
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article
Properties of concrete using high-lime pfa from a UK source
Abstract
Recent changes in UK coal supply have resulted in the production of high-lime ash from a major UK power station. This paper offers results collected during a project to compare the key performance characteristics of concretes using an ASTM class C (high lime) and an ASTM class F (low lime) ash as a partial replacement for Portland cement. Mixes were produced using 40% replacement of Portland cement by weight, with pulverised fuel ash, and a water/cement (w/c) ratio of 0·4. Characteristics examined included workability, compressive strength, water permeability, water absorption, chloride permeability using the rapid chloride permeability test, resistance to sulfate attack, and freeze–thaw resistance. The results showed that the concrete containing the ASTM class C ash was superior in all of these areas except for sulfate resistance. Workability and compressive strength tests were also performed on mixes containing 60, 70, 80 and 90% replacement levels with the class C ash, all with 0·4 w/c ratio. Results showed a steady increase in the workability and a decrease in the compressive strength. Samples made at 90% replacement level showed extreme unsoundness and could not be tested for strength.