The Structural Integrity of Recycled Aggregate Concrete Produced With Fillers and Pozzolans

Section I - Potential fillers and pozzolans for recycled aggregate concrete1. The use of foundry sand for recycled aggregate concrete2. Influence of fly ash in physical and mechanical properties of recycled aggregate concrete3. Use of recycled fines from waste concrete as an admixture in new concrete4. Use of agro-industrial waste as a filler for structural reinforcement mortars5. Colemanite filler from wastes in recycled concrete6. Thermal performance of concrete with recycled concrete powder as partial cement replacement and recycled CDW aggregate7. The use of slags in recycled aggregate concrete8. The use of rice hush ash in eco-concrete9. Specialized concrete made of processed biomass ash: lightweight, self-compacting, and geopolymeric concreteSection II - Rheology and hydration phenomenon in concrete containing fillers and pozzolans10. Mineralogy and interfacial transition zone features of recycled aggregate concrete11. Water requirement for recycled concreteSection III - Mechanical and microscale nature in recycled concrete12. Mechanical properties of recycled aggregate concrete with bottom ash additions13. Macroscopic mechanical characterization of self-compacting recycled concrete mixed with natural lime filler14. Shear strength assessment of reinforced recycled aggregate concrete member15. Upcycling CO2 for enhanced performance of recycled aggregate concrete and modeling of properties16. Properties of recycled aggregate concrete designed with equivalent mortar volume method17. Bending behavior of ecological fiber reinforced concrete18. A penalized regression approach to prediction of triaxial performance of recycled aggregate concreteSection IV - Issues associated with recycled concrete19. Overview on environmental impact of recycled aggregate concrete incorporating pozzolans or fillers20. Durability assessment of recycled aggregate in concrete production