Structural Integrity of Recycled Aggregate Concrete Produced With Fillers and Pozzolans

Section I - Potential fillers and pozzolans for recycled aggregate concrete

1. The use of foundry sand for recycled aggregate concrete

2. Influence of fly ash in physical and mechanical properties of recycled aggregate concrete

3. Use of recycled fines from waste concrete as an admixture in new concrete

4. Use of agro-industrial waste as a filler for structural reinforcement mortars

5. Colemanite filler from wastes in recycled concrete

6. Thermal performance of concrete with recycled concrete powder as partial cement replacement and recycled CDW aggregate

7. The use of slags in recycled aggregate concrete

8. The use of rice hush ash in eco-concrete

9. Specialized concrete made of processed biomass ash: lightweight, self-compacting, and geopolymeric concrete

Section II - Rheology and hydration phenomenon in concrete containing fillers and pozzolans

10. Mineralogy and interfacial transition zone features of recycled aggregate concrete

11. Water requirement for recycled concrete

Section III - Mechanical and microscale nature in recycled concrete

12. Mechanical properties of recycled aggregate concrete with bottom ash additions

13. Macroscopic mechanical characterization of self-compacting recycled concrete mixed with natural lime filler

14. Shear strength assessment of reinforced recycled aggregate concrete member

15. Upcycling CO2 for enhanced performance of recycled aggregate concrete and modeling of properties

16. Properties of recycled aggregate concrete designed with equivalent mortar volume method

17. Bending behavior of ecological fiber reinforced concrete

18. A penalized regression approach to prediction of triaxial performance of recycled aggregate concrete

Section IV - Issues associated with recycled concrete

19. Overview on environmental impact of recycled aggregate concrete incorporating pozzolans or fillers

20. Durability assessment of recycled aggregate in concrete production

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• Engenahria civil, levantamentos e construção
• Ciência dos materiais

?Admixture; Agro-industrial waste; Bending strength; Biomass ash; Biomass bottom ash; Biomass fly ash; Bolomey formula; Boron; CDW (construction and demolition waste); CO2 conditioned aggregate; Carbon dioxide (CO2) conditioning; Carbonated recycled aggregate; Ceramic wastes; Coal bottom ash; Colemanite; Compression chord capacity model; Compressive strength; Concrete; Construction and demolition waste; Covered mortar; Crumb rubber; Durability; Durability; Eco-material; Environmental impact; Equivalent mortar volume; Fiber; Fiber reinforced concrete; Fine recycled concrete aggregate; Fly ash; Fly ash based recycled aggregate concrete; Foundry sand; Gene expression; Geopolymers; Glass pozzolans; Ground FRA; Interfacial transition zone; Lightweight concrete; Mechanical strength; Mineralogy; Palm kernel shells; Portland cement; Pozzolan; Pradhan et al model; RCA; Radiation shield; Recycled aggregate; Recycled aggregate concrete; Recycled aggregate concrete; Recycled aggregate concrete; Recycled aggregates concrete; Recycled concrete; Recycled concrete aggregate; Reinforcement mortars; Rice husk ash (RHA); Self-compacting concrete; Self-consolidating concrete; Shear behavior; Siderurgical concrete; Slag; Slags; Structural integrity; Sulfate attack; Supplementary cementitious materials; Sustainability; Waste management; Water absorption factor; Water requirement