693.932 PEOPLE
| 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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Sonebi, Mohammed
Queen's University Belfast
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (62/62 displayed)
- 2024Evaluation of basalt fibers and nanoclays to enhance extrudability and buildability of 3D-printing mortarscitations
- 2023Conclusions
- 2023Effect of nanoclay on the printability of extrusion-based 3D printable mortarcitations
- 2023Effect of graphene as additive on the mechanical properties of concretecitations
- 2023RILEM TC 266-MRP: round-robin rheological tests on high performance mortar and concrete with adapted rheology—rheometers, mixtures and procedurescitations
- 2023Viscoelastic properties of fresh cement paste: measuring procedures and influencing parameterscitations
- 2023RILEM TC 266-MRP - Round-Robin Rheological Tests on High Performance Mortar and Concrete with Adapted Rheology: Evaluating Structural Build-up at Rest of Mortar and Concrete
- 2023Optimisation of mix proportion of 3D printable mortar based on rheological properties and material strength using factorial design of experimentcitations
- 2023RILEM TC 266-MRP: Round-Robin rheological tests on high performance mortar and concrete with adapted rheology—evaluating structural build-up at rest of mortar and concretecitations
- 2023Correlation between length change and mechanical properties of mortar containing phragmites australis ash (PAA)citations
- 2023Rheology characterization of 3D printing mortars with nanoclays and basalt fiberscitations
- 2023Characterisation of hemp shiv and its effect on the compressive strength of hemp concretecitations
- 2023Review of advances in 3D printing technology of cementitious materials: key printing parameters and properties characterizationcitations
- 2023Review of advances in 3D printing technology of cementitious materials: key printing parameters and properties characterizationcitations
- 2022Properties and testing of printed cement-based materials in hardened statecitations
- 2022Properties and testing of printed cement-based materials in hardened statecitations
- 2022Effect of Viscosity Modifying Agent on the Performance of Hybrid Bio-Based Concrete
- 2022Effect of the Treatments of the Surface on Mechanical Performance of Concrete Containing Chemical Admixtures
- 2022Factorial design modelling of cement grout containing dolomitic quarry dust powdercitations
- 2022Mechanical performance of 3-D printed concrete containing fly ash, metakaolin and nanoclaycitations
- 2022Assessment of the influence of the type of filler materials on the properties of cement groutscitations
- 2022Printable Cement-Based Materials: Fresh Properties Measurements and Controlcitations
- 2022Investigation of fresh properties of 3D concrete printing containing nanoclay in forms of suspension and powder
- 2022Influence of nanoclay on the fresh and rheological behaviour of 3D printing mortarcitations
- 2022Effect of nanoclay on extrudability, printability and mechanical performance of extrusion-based 3D printing mortar
- 2021Slump Test: A New Empirical Model for High Yield Stress Materialscitations
- 2021A Review on Cementitious Materials Including Municipal Solid Waste Incineration Bottom Ash (MSWI-BA) as Aggregatescitations
- 2021Shear-thickening behavior of sustainable cement paste — Controlling physical parameters of new sources of supplementary cementitious materialscitations
- 2021Effect of Red Mud, Nanoclay, and Natural Fiber on Fresh and Rheological Properties of Three-Dimensional Concrete Printing
- 2021Gypsum-plasters mixed with polystyrene balls for building insulation: Experimental characterization and energy performancecitations
- 2020Experimental Investigation of Strain Sensitivity for Surface Bonded Fibre Optic Sensorscitations
- 2020The rheological properties of modified self-compacting cementitious paste
- 2020Rheological properties of 3D printing concrete containing sisal fibres
- 2020Structural Assessment of Reinforced Concrete Beams Incorporating Waste Plastic Strawscitations
- 2020Improving concrete and mortar using modified ash and slag cementscitations
- 2019Recycling ceramic waste powder: effects its grain-size distribution on fresh and hardened properties of cement pastes/mortars formulated from SCC mixescitations
- 2019Low clinker slag Portland cement of increased activity Academic Journal of Civil Engineering
- 2019Mechanical properties of 3D bio-printing cement-based materials
- 2019Influence of nano-clay on rheology, fresh properties of hydration and strength of cement-based mortarscitations
- 2018Application areas of phosphogypsum in production of mineral binders and composites based on them: a review of research resultscitations
- 2018Numerical analysis of a reinforced concrete beam under blast loadingcitations
- 2018Hydration characteristics and structure formation of cement pastes containing metakaolincitations
- 2017Design and multi-physical properties of a new hybrid hemp-flax composite materialcitations
- 2017The influence of arching action on BFRP reinforced SCC deck slabs in Thompson bridge
- 2016Variability of the mechanical properties of hemp concretecitations
- 2016Pervious Concrete: Mix Design, Properties and Applicationscitations
- 2016Effect of waste ceramic powder on strength development characteristics of cement based mortars
- 2015Nový přístup k určení optimální dávky superplatifikátorůa jejich kompatibility s cementovými materiály
- 2014Compability of Superplasticizers with Cementitious Materials
- 2012Characterisation of the performance of sustainable grout containing bentonite for geotechnical applications
- 2012Influence of the type of coarse lightweight aggregate on properties of Semi-Lightweight Self-Consolidating Concretecitations
- 2012Influence of polyvinyl alcohol, steel and hybrid fibers on fresh and rheological properties of self-consolidating concretecitations
- 2011Neural Network Modeling of Rheological Parameters of Grouts Containing Viscosity-Modifying Agent
- 2009Prediction of Fresh and Hardened Properties of Self-Consolidating Concrete Using Neurofuzzy Approachcitations
- 2009Genetic programming based formulation for fresh and hardened properties of self-compacting concrete containing pulverised fuel ashcitations
- 2008Utilization of micro-indentation technique to determine the micromechanical properties of ITZ in cementitious materials
- 2004Bond and Interfacial Properties of Reinforcement in Self-Compacting Concrete
- 2003Assessment of Self-Compacting Concrete Immersed in Acidic Solutions
- 2002Experimental design to optimize high-volume of fly ash grout in the presence of welan gum and superplasticizercitations
- 2002Experimental Design to Optimize High-Volume Ash Grout in the Presence of Welan Gum and Superplasticizer
- 2001Effect of Mixture Composition on Relative Strength of Highly Flowable Underwater Concrete
- 2001Testing abrasion resistance of high-strength concrete
Places of action
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document
Utilization of micro-indentation technique to determine the micromechanical properties of ITZ in cementitious materials
Abstract
Nano-technology based on depth-sensing microindentation apparatus was used to evaluate the elastic modulus and micro-hardness of the interfacial transition zone (ITZ) and to estimate the extent of the ITZ around the aggregate-matrix interface for underwater concrete (UWC) and around steel reinforcement for self-consolidating concrete (SCC) and vibrated concrete. The micromechanical properties of ITZ near to aggregates of concrete cast in water were lower than those of concrete cast in air. The modulus elasticity and the microstrength of concrete cast in water were lower than those of concrete cast in air. It is attributed to the dilution of paste cement and fines particles in water causing reduction of strength and increasing the porosity of concrete. The results of the interfacial properties between self-consolidating concrete and conventional concrete revealed that the elastic modulus and the micro-strength of the ITZ were lower on the bottom side of a horizontal steel bar than on the top side, particularly for the vibrated reference concrete. The difference of ITZ properties between top and bottom side of the horizontal steel bar appeared to be less pronounced for the SCC mixtures than for the corresponding control mixtures.