TY - GEN AU - Wu,Shaopeng AU - Amirkhanian,Serji AU - Xiao,Yue AU - Hoff,Inge TI - Environment-Friendly Construction Materials SN - books978-3-03921-017-6 PY - 2019/// PB - MDPI - Multidisciplinary Digital Publishing Institute KW - fluorescence spectrum KW - microstructure KW - regeneration KW - sensitivity analysis KW - asphalt mixes KW - limestone aggregates KW - bio-oil KW - plateau value of dissipated strain energy ratio KW - diatomite KW - water-leaching pretreatment KW - fatigue performance KW - ultra-thin wearing course KW - recycling aggregate KW - design optimization KW - induction heating KW - vibration noise consumption KW - bitumen KW - relaxation KW - viscous-elastic temperature KW - field evaluation KW - healing agents KW - transmittance KW - Ca-alginate microcapsules KW - artificially aged asphalt mixture KW - sequencing batch Chlorella reactor KW - waste concrete KW - plant ash lixivium KW - steel fiber KW - ultra-high performance concrete KW - titanate coupling agent KW - SEM KW - self-healing KW - physical properties KW - porous pumice KW - thermal–mechanical properties KW - aggregate morphology KW - asphalt mortar KW - adhesion energy KW - styrene–butadiene–styrene (SBS) modified bitumen KW - water solute exposure KW - emulsified asphalt KW - demulsification speed KW - mineral-asphalt mixtures KW - aging processes KW - phase change materials KW - surface texture KW - long-term drying shrinkage KW - contact angle KW - aging depth KW - asphalt KW - calcium alginate capsules KW - nitrogen and phosphorus removal KW - micro-morphology KW - rice husk ash KW - low-temperature KW - cement KW - hydrophobic nanosilica KW - asphalt mixture KW - thickness combinations KW - layered double hydroxide KW - initial self-healing temperature KW - environmentally friendly construction materials KW - epoxidized soybean oil KW - limestone KW - chemical evolutions KW - temperature sensitivity characteristics KW - micro-surfacing KW - cement emulsified asphalt mixture KW - dynamic characteristics KW - high-strength concrete KW - flame retardant KW - durability KW - creep KW - damping KW - damage constitutive model KW - Ultra-High Performance Concrete (UHPC) KW - granite aggregate KW - diatomite-modified asphalt mixture KW - healing model KW - asphalt combustion KW - freeze-thaw cycle KW - SBS-modified bitumen KW - workability KW - graphene KW - flow behavior index KW - fluidity KW - parametrization KW - fatigue property KW - rankinite KW - railway application KW - crystallization sensitivity KW - aqueous solute compositions KW - pozzolanic reaction KW - self-healing asphalt KW - recycled material KW - artificial neural network KW - rheological properties KW - molecular dynamic simulation KW - building envelopes KW - aluminum hydroxide KW - crumb rubber KW - optimization KW - viscoelasticity KW - building energy conservation KW - diffusing KW - anti-rutting agent KW - molecular bridge KW - engineered cementitious composites (ECC) KW - pavement performance KW - morphology KW - colloidal structure KW - hydrophilic nanosilica KW - construction materials KW - road engineering KW - laboratory evaluation KW - rejuvenator KW - fatigue equation KW - aggregates KW - three-point bending fatigue test KW - energy-based approach KW - aggregate from sanitary ceramic wastes KW - polyacrylic acid KW - mastic KW - CO2 KW - specific surface area KW - aggregate image measurement system KW - solubilizer KW - flexibility KW - simplex lattice design KW - SBS/CRP-modified bitumen KW - water stability KW - fatigue life KW - rejuvenating systems KW - skid-resistance KW - reclaimed asphalt pavement KW - rheology KW - hydration characteristic KW - surface energy KW - modified asphalt materials KW - asphalt pavement KW - stripping test KW - SOD KW - tensile stresses KW - ultraviolet radiation KW - basalt fiber KW - “blue-shift” KW - polyvinyl alcohol KW - sanitary ceramics KW - dynamic moduli KW - aggregate characteristics KW - compound modify KW - expanded graphite KW - steel slag KW - induced healing KW - thermal property KW - effective heating depth KW - dissipated strain energy KW - MDA KW - mechanical behavior KW - plateau value of permanent deformation ratio KW - long-term field service KW - crack healing KW - desulphurization gypsum residues KW - pavement failure KW - rejuvenation KW - interfacial transition zone KW - combination KW - polyethylene glycol KW - adsorption KW - tensile strains KW - cold recycled asphalt mixture KW - resistance to deformations KW - asphalt-aggregate adhesion KW - viscoelastic properties KW - damage evolution KW - carbonation KW - microwave heating KW - amorphous silica KW - high-modulus asphalt mixture (HMAM) KW - hot mix asphalt containing recycled concrete aggregate KW - microfluidic KW - dynamic responses KW - concrete KW - asphalt mastic KW - crumb rubber powder KW - response surface methodology KW - nanomaterial KW - self-compacting concrete (SCC) KW - rutting factor KW - X-ray computed tomography KW - fiber modification KW - overlay tester KW - rubber modified asphalt KW - ageing KW - aged bitumen KW - aged asphalt KW - recycling KW - damage characteristics KW - dynamic tests KW - permeation KW - ageing resistance N1 - Open Access N2 - Construction materials are the most widely used materials for civil infrastructure in our daily lives. However, from an environmental point of view, they consume a huge amount of natural resources and generate the majority of greenhouse gasses. Therefore, many new and novel technologies for designing environmentally friendly construction materials have been developed recently. This Special Issue, “Environment-Friendly Construction Materials”, has been proposed and organized as a means to present recent developments in the field of construction materials. It covers a wide range of selected topics on construction materials UR - https://mdpi.com/books/pdfview/book/1359 UR - https://directory.doabooks.org/handle/20.500.12854/46623 ER -