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Palabras clave – provistas por la editorial

crystalline admixture; chemical exposure; sulphuric acid attack; durability; Xypex; fly ash; substitution strategy; structural concrete; steel reinforcement; limit states; RC beams in bending; carbon footprint; concrete; carbonation modeling; calcareous fly ash; biomass; wood ash; fibrocement; strength; mortar; clean coal combustion; fluidized bed fly ash; microstructure; phase composition; portlandite; unburned carbon; slag; soil stabilization; embankment; cement; lime; high temperature; damage; permeability; CEMI and CEMIII; mechanical properties; alkali-activated concrete; geopolymer concrete; flexure; beams; fiber-reinforced concrete; crack spacing; tension stiffening; bamboo ash; supplementary materials; elevated temperature; high volume fly ash (HVFA); steel reinforcing fiber; jacketing; environmental impact; fibre reinforced; alkali-activated; strain hardening; recycled cementitious supplementary material; comprehensive concrete recycling; recycled fine fraction; rehydration reactivity; compressive strength; ground granulated blast furnace slag; apparent activation energy; equivalent age; construction debris; recycling; circular economy; eco-friendly concretes; fly ash (FA); silica fume (SF); palm oil fuel ash (POFA); rice husk ash (RHA); sewage sludge ash (SSA) and sugarcane bagasse ash (SBA); mine tailings; marble dust; construction and demolition debris (CDD); porous feldspar; activation; substitute material; energy saving concrete; calcined clay; binder; supplementary cementitious materials; cement-based materials; steatite; wood particles; Portland cement; fire performance; tensile strength; micro-silica/silica fume; steel fiber; high performance concrete (HPC); self-consolidating concrete (SCC); flowability; freeze-thaw cycle; fire resistance; bentonite; clays; cryogenic condition; GGBS; thermal conductivity; semi-adiabatic test; n/a