Wu, Shaopeng||Amirkhanian, Serji||Xiao, Yue||Hoff, Inge <br/><br/>
Environment-Friendly Construction Materials 

<br/><br/><br/>English[eng] 
<br/><br/><label>Subjects--Topical Terms: </label><br/>fluorescence spectrum||microstructure||regeneration||sensitivity analysis||asphalt mixes||limestone aggregates||bio-oil||plateau value of dissipated strain energy ratio||diatomite||water-leaching pretreatment||fatigue performance||ultra-thin wearing course||recycling aggregate||design optimization||induction heating||vibration noise consumption||bitumen||relaxation||viscous-elastic temperature||field evaluation||healing agents||transmittance||Ca-alginate microcapsules||artificially aged asphalt mixture||sequencing batch Chlorella reactor||waste concrete||plant ash lixivium||steel fiber||ultra-high performance concrete||titanate coupling agent||SEM||self-healing||physical properties||porous pumice||thermal–mechanical properties||aggregate morphology||asphalt mortar||adhesion energy||styrene–butadiene–styrene (SBS) modified bitumen||water solute exposure||emulsified asphalt||demulsification speed||mineral-asphalt mixtures||aging processes||phase change materials||surface texture||long-term drying shrinkage||contact angle||aging depth||asphalt||calcium alginate capsules||nitrogen and phosphorus removal||micro-morphology||rice husk ash||low-temperature||cement||hydrophobic nanosilica||asphalt mixture||thickness combinations||layered double hydroxide||initial self-healing temperature||environmentally friendly construction materials||epoxidized soybean oil||limestone||chemical evolutions||temperature sensitivity characteristics||micro-surfacing||cement emulsified asphalt mixture||dynamic characteristics||high-strength concrete||flame retardant||durability||creep||damping||damage constitutive model||Ultra-High Performance Concrete (UHPC)||granite aggregate||diatomite-modified asphalt mixture||healing model||asphalt combustion||freeze-thaw cycle||SBS-modified bitumen||workability||graphene||flow behavior index||fluidity||parametrization||fatigue property||rankinite||railway application||crystallization sensitivity||aqueous solute compositions||pozzolanic reaction||self-healing asphalt||recycled material||artificial neural network||rheological properties||molecular dynamic simulation||building envelopes||aluminum hydroxide||crumb rubber||optimization||viscoelasticity||building energy conservation||diffusing||anti-rutting agent||molecular bridge||engineered cementitious composites (ECC)||pavement performance||morphology||colloidal structure||hydrophilic nanosilica||construction materials||road engineering||laboratory evaluation||rejuvenator||fatigue equation||aggregates||three-point bending fatigue test||energy-based approach||aggregate from sanitary ceramic wastes||polyacrylic acid||mastic||CO2||specific surface area||aggregate image measurement system||solubilizer||flexibility||simplex lattice design||SBS/CRP-modified bitumen||water stability||fatigue life||rejuvenating systems||skid-resistance||reclaimed asphalt pavement||rheology||hydration characteristic||surface energy||modified asphalt materials||asphalt pavement||stripping test||SOD||tensile stresses||ultraviolet radiation||basalt fiber||“blue-shift”||polyvinyl alcohol||sanitary ceramics||dynamic moduli||aggregate characteristics||compound modify||expanded graphite||steel slag||induced healing||thermal property||effective heating depth||dissipated strain energy||MDA||mechanical behavior||plateau value of permanent deformation ratio||long-term field service||crack healing||desulphurization gypsum residues||pavement failure||rejuvenation||interfacial transition zone||combination||polyethylene glycol||adsorption||tensile strains||cold recycled asphalt mixture||resistance to deformations||asphalt-aggregate adhesion||viscoelastic properties||damage evolution||carbonation||microwave heating||amorphous silica||high-modulus asphalt mixture (HMAM)||hot mix asphalt containing recycled concrete aggregate||microfluidic||dynamic responses||concrete||asphalt mastic||crumb rubber powder||response surface methodology||nanomaterial||self-compacting concrete (SCC)||rutting factor||X-ray computed tomography||fiber modification||overlay tester||rubber modified asphalt||ageing||aged bitumen||aged asphalt||recycling||damage characteristics||dynamic tests||permeation||ageing resistance