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ultrahigh-performance concrete; nanosilica; dynamic light scattering; zeta potential; pore solution; alkali-activator; GGBFS; Na2O content; Ms (SiO2/Na2O); workability; setting time; steel fiber; fiber content; aspect ratio; toughness index; high-strength concrete; fibers; smart materials; fiber/matrix bond; physical properties; heat treatment; alkali-activated material; calcium sulfoaluminate-based expansive additive; concrete shrinkage; modulus of elasticity; shrinkage stress; SIFRCC; fiber volume fraction; direct tensile strength; energy absorption capacity; direct tensile test; carbon nanotubes; cement-based materials; concrete infrastructure; graphene; graphene oxide; mechanical strength; nanomaterials; nano-Al2O3; nano-Fe2O3; nano-SiO2; nano-TiO2; smart infrastructure; slurry-infiltrated fiber-reinforced cementitious composite; high-performance fiber-reinforced cementitious composite; compressive stress; stress-strain relationship; filling slurry matrix; bio-slime; sulfate attack; chloride attack; service life; multi-layer diffusion; repair; concrete; dynamic compression; Split Hopkinson Pressure Bars (SPHB); brittle materials; simulation; calcined zeolite sand; ultra-high-performance concrete; pre-wetted; autogenous shrinkage; internal curing; reactive powder concrete; strength; basalt fibers; abrasion; porosity; microscopic image processing; X-ray CT analysis; porous cementitious materials; 3D tomographic image; CO2 curing; size effect; colloidal silica; cement-based material; casting method; ultra-high performance fiber-reinforced concrete; densified silica fume; agglomeration; pozzolanic reaction; densification; alternative alkali-activated material; ground granulated blast-furnace slag; strength development; CSA expansive additive; ultrasonic pulse velocity; temperature; high performance concrete (HPC); C-shape magnetic probe test; fibre orientation angle; flexural test; attenuation factor; ultra-high-performance steel fiber-reinforced concrete; multiscale finite element modeling; multi-point constraint; multi-scale interface connection; concrete damage plasticity model; ABAQUS; ultra high-performance concrete (UHPC); supplementary cementitious materials (SCMs); sustainability; compressive strength; flowability; shrinkage; railway sleeper; static bending test; numerical simulation; structural performance; high performance fiber reinforced concrete (HPFRC); polypropylene fiber (PP); polyvinyl alcohol fiber (PVA); residual flexural strength; splitting tensile strength