|
alkali-activated slag |
5 |
|
concrete |
4 |
|
layered double hydroxides |
4 |
|
lifecycle assessment |
4 |
|
slag |
4 |
|
activator |
3 |
|
alkali-activated binder |
3 |
|
alternative binder systems |
3 |
|
carbonation |
3 |
|
chloride |
3 |
|
chloride binding |
3 |
|
chloride resistance |
3 |
|
durability |
3 |
|
environmental impacts |
3 |
|
explosive spalling |
3 |
|
high temperature |
3 |
|
low-carbon cement |
3 |
|
machine learning |
3 |
|
metakaolin |
3 |
|
multicriteria evaluation |
3 |
|
natural pozzolana |
3 |
|
supplementary cementitious material |
3 |
|
sustainability |
3 |
|
sustainable concrete |
3 |
|
uhpc |
3 |
|
a. thiooxidans |
2 |
|
acidithiobacillus thiooxidans |
2 |
|
advanced materials |
2 |
|
alkali-activated composites |
2 |
|
alkaline activator |
2 |
|
alternative precursors |
2 |
|
antimicrobial concrete |
2 |
|
antimicrobial materials |
2 |
|
autogenous shrinkage |
2 |
|
capillary tension |
2 |
|
cement |
2 |
|
chemical durability |
2 |
|
chloride binding capacity |
2 |
|
chloride binding isotherm |
2 |
|
chloride diffusion |
2 |
|
chloride-induced corrosion |
2 |
|
chloride-induced steel corrosion |
2 |
|
concrete cover |
2 |
|
concrete durability |
2 |
|
concrete materials |
2 |
|
corrosion |
2 |
|
corrosion inhibitor |
2 |
|
corrosion of steel |
2 |
|
cracked concrete |
2 |
|
degradation |
2 |
|
drying shrinkage |
2 |
|
geopolymer |
2 |
|
high performance concrete |
2 |
|
hybrid fibers |
2 |
|
mg-al layered double hydroxides |
2 |
|
mgo |
2 |
|
micc |
2 |
|
microbial corrosion |
2 |
|
multi-deterioration mechanisms |
2 |
|
multi-ion interaction |
2 |
|
nanostructure |
2 |
|
nitrate-based corrosion inhibitors |
2 |
|
portland cement |
2 |
|
reinforced concrete beam |
2 |
|
reinforced concrete structure |
2 |
|
rust distribution |
2 |
|
seawater |
2 |
|
shrinkage |
2 |
|
silica fume |
2 |
|
smart materials |
2 |
|
steel corrosion |
2 |
|
steel fiber |
2 |
|
sulfate attack |
2 |
|
sulphuric acid resistance |
2 |
|
time-dependent model |
2 |
|
3d laser scanning |
1 |
|
3d laser scanning technology |
1 |
|
acid attack |
1 |
|
acoustic emission |
1 |
|
adsorption curve |
1 |
|
aggregate |
1 |
|
aggregate reactivity |
1 |
|
alkali-activated binders |
1 |
|
alkali-activated materials |
1 |
|
alkali-activated slag concrete |
1 |
|
alkali-activated slag mortar |
1 |
|
alkali-activation |
1 |
|
alkali-aluminosilicate-hydrate |
1 |
|
alkalis |
1 |
|
alkali–silica reaction |
1 |
|
alternative binder |
1 |
|
analytical method |
1 |
|
artificial environments |
1 |
|
bond degradation |
1 |
|
bond strength |
1 |
|
bond stress |
1 |
|
bond stress-slip relationship |
1 |
|
bond stress–slip relationship |
1 |
|
bond-slip relationship |
1 |
|
calcium-alumina-silicate-hydrate |
1 |
|
calcium-aluminosilicate-hydrates |
1 |
|
calcium–silicate–hydrate |
1 |
|
carbon fiber |
1 |
|
carbon steel |
1 |
|
carbonation process |
1 |
|
carbonation shrinkage |
1 |
|
cement hydration |
1 |
|
cement pastes |
1 |
|
cementitious materials |
1 |
|
chemical properties |
1 |
|
chloride diffusion coefficient |
1 |
|
chloride diffusivity |
1 |
|
chloride ingress |
1 |
|
chloride ions |
1 |
|
chloride ions distribution |
1 |
|
chloride threshold |
1 |
|
computer-aided design & integration |
1 |
|
concrete cover cracking |
1 |
|
concrete structure |
1 |
|
concretesteel bar |
1 |
|
concreteuser-defined subroutine |
1 |
|
corner-located rebar |
1 |
|
corrosion distribution |
1 |
|
corrosion inhibitors |
1 |
|
corrosion level |
1 |
|
corrosion rate |
1 |
|
corrosion ratio |
1 |
|
coupling effects |
1 |
|
crack |
1 |
|
crack width |
1 |
|
cracked zone |
1 |
|
cracking |
1 |
|
cracking patterns |
1 |
|
creep mechanism |
1 |
|
creep modulus |
1 |
|
crystal growth model |
1 |
|
curing condition |
1 |
|
curing temperature |
1 |
|
cyclic loading |
1 |
|
damage development |
1 |
|
damaged concrete |
1 |
|
data augment |
1 |
|
deformed bar |
1 |
|
degradation mechanisms |
1 |
|
depassivation |
1 |
|
digital volume correlation |
1 |
|
distribution |
1 |
|
dolomite |
1 |
|
dolomite fines |
1 |
|
drag coefficient |
1 |
|
drying and wetting cycle |
1 |
|
drying process |
1 |
|
drying-wetting cycles |
1 |
|
durability design |
1 |
|
durability-related properties |
1 |
|
effective chloride diffusivity |
1 |
|
elastoplastic damage constitutive model |
1 |
|
electrical resistivity |
1 |
|
electrolytic accelerated corrosion |
1 |
|
environmental factors |
1 |
|
ettringite |
1 |
|
experimental investigation |
1 |
|
external loadings |
1 |
|
failure analysis |
1 |
|
fatigue |
1 |
|
fatigue damage |
1 |
|
fiber reinforced concrete |
1 |
|
fiber reinforced geopolymer (frg) |
1 |
|
filler effect |
1 |
|
finite element method |
1 |
|
finite element modeling |
1 |
|
flexural loads |
1 |
|
fly ash |
1 |
|
fly ash concrete |
1 |
|
fly ash-slag blends |
1 |
|
formation factor |
1 |
|
fractal analysis |
1 |
|
fractal dimension |
1 |
|
fracture toughness |
1 |
|
fresh properties |
1 |
|
fuzzy analysis |
1 |
|
galvanic accelerated corrosion |
1 |
|
geopolymer mortar |
1 |
|
geopolymerization process |
1 |
|
geopolymers |
1 |
|
high-volume fly ash |
1 |
|
high-volume fly ash (hvfa) |
1 |
|
hydrate (ncash) |
1 |
|
hydrotalcite |
1 |
|
hygro-thermal coupling |
1 |
|
impedance approach |
1 |
|
interfacial damage |
1 |
|
interfacial transition zone (itz) |
1 |
|
irregular particle |
1 |
|
lateral tensions |
1 |
|
lightweight self-consolidating concrete |
1 |
|
liquid film thickness |
1 |
|
longitudinal rib |
1 |
|
low-field nuclear magnetic resonance (nmr) |
1 |
|
mechanical behavior |
1 |
|
mechanical loading |
1 |
|
mechanical properties |
1 |
|
mechanisms |
1 |
|
mechanistic model |
1 |
|
mg-al layered double hydroxide |
1 |
|
micro-pore structure |
1 |
|
microstructural change |
1 |
|
microstructure |
1 |
|
mineral admixtures |
1 |
|
mitigation strategies |
1 |
|
modeling |
1 |
|
modified noncontact electrical resistivity measurement (mn-cm) |
1 |
|
moisture influential depth |
1 |
|
moisture transfer |
1 |
|
monte carlo simulations |
1 |
|
mortar |
1 |
|
natural carbonation |
1 |
|
natural corrosion |
1 |
|
nmr |
1 |
|
non-uniform corrosion |
1 |
|
nonlinear finite element modeling |
1 |
|
nonuniformity |
1 |
|
normal distribution |
1 |
|
numerical simulation |
1 |
|
packing |
1 |
|
packing algorithm |
1 |
|
passive film |
1 |
|
path-dependence |
1 |
|
pdm |
1 |
|
polymeric structure |
1 |
|
polypropylene glycol |
1 |
|
pore structure |
1 |
|
pressure-sensitivity |
1 |
|
rapid chloride migration test (rcmt) |
1 |
|
reaction mechanisms |
1 |
|
reaction-diffusion modeling |
1 |
|
real coarse aggregates |
1 |
|
reinforced concrete |
1 |
|
reinforced concrete (rc) |
1 |
|
reinforced concrete column |
1 |
|
reinforcement corrosion |
1 |
|
reinforcement slip |
1 |
|
relative humidity |
1 |
|
repeated loading |
1 |
|
residual strains |
1 |
|
ribbed reinforcing bar |
1 |
|
rubberized concrete |
1 |
|
salt-fog environments |
1 |
|
scc |
1 |
|
section fiber model |
1 |
|
self-compacting lightweight aggregate concrete |
1 |
|
service loads |
1 |
|
seven-year outdoor corrosion |
1 |
|
shear performance |
1 |
|
shrinkage mechanism |
1 |
|
shrinkage mechanisms |
1 |
|
shrinkage mitigation |
1 |
|
shrinkage-reducing admixture |
1 |
|
slag chemistry |
1 |
|
slip |
1 |
|
sodium calcium aluminosilicate |
1 |
|
sodium nitrite |
1 |
|
sorptivity coefficients |
1 |
|
spatial randomness |
1 |
|
statistical analysis |
1 |
|
steel bar |
1 |
|
stirrups |
1 |
|
stochastic damage model |
1 |
|
strain state |
1 |
|
strength |
1 |
|
strength development |
1 |
|
structural mechanics |
1 |
|
sulfuric acid attack |
1 |
|
superabsorbent polymer |
1 |
|
supplementary cementitious materials |
1 |
|
surface factor |
1 |
|
sustained load |
1 |
|
tensile test |
1 |
|
thermal damage |
1 |
|
three-dimensional transmission |
1 |
|
time ratio |
1 |
|
transport property |
1 |
|
transverse cracks |
1 |
|
uel |
1 |
|
uhsc |
1 |
|
ultra-high strength |
1 |
|
uniaxial compressive behaviors |
1 |
|
vacuum dehydration |
1 |
|
volume change mechanism |
1 |
|
voxel |
1 |
|
wetting-drying cycles |
1 |
|
whole corrosion cracking process |
1 |
|
x-ray computed microtomography |
1 |
|
x-ray ct technology |
1 |
|
x-ray microtomography |
1 |
|
xfem |
1 |
