Catalytic, Photocatalytic and Electrocatalytic Processes for the Valorisation of CO2 |
Autore | Rossetti Ilenia |
Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2019 |
Descrizione fisica | 1 electronic resource (132 p.) |
Soggetto non controllato |
microwaves
dimethyl carbonate dynamic reaction conditions catalysis water sorption alkali promoter Titania high pressure photocatalysis diatomite photoreduction catalyst preparation dehydration CO2 reduction photocatalysis CO2 hydrogenation carbon dioxide mechanochemistry CO2 electro-reduction surface oxidation-reduction operando XAS metal-carbon-CNF composites carbon nanofibers ultrasound carbon-based electrodes water diffusion alkali oxide quick-EXAFS H2 dropout CO2 methanation plastic waste |
ISBN | 3-03921-779-8 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910367744603321 |
Rossetti Ilenia
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MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
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Lo trovi qui: Univ. Federico II | ||
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Environment-Friendly Construction Materials . Volume 2 |
Autore | Wu Shaopeng |
Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2019 |
Descrizione fisica | 1 electronic resource (256 p.) |
Soggetto non controllato |
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 |
ISBN | 3-03921-015-7 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910346837903321 |
Wu Shaopeng
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MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
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Lo trovi qui: Univ. Federico II | ||
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Environment-Friendly Construction Materials . Volume 1 |
Autore | Wu Shaopeng |
Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2019 |
Descrizione fisica | 1 electronic resource (280 p.) |
Soggetto non controllato |
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 |
ISBN | 3-03921-013-0 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910346838003321 |
Wu Shaopeng
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MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
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Lo trovi qui: Univ. Federico II | ||
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Environment-Friendly Construction Materials . Volume 3 |
Autore | Wu Shaopeng |
Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2019 |
Descrizione fisica | 1 electronic resource (270 p.) |
Soggetto non controllato |
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 |
ISBN | 3-03921-017-3 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910346837803321 |
Wu Shaopeng
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MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
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Lo trovi qui: Univ. Federico II | ||
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Porous Materials for Environmental Applications |
Autore | Gil Bravo Antonio |
Pubbl/distr/stampa | Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2020 |
Descrizione fisica | 1 electronic resource (126 p.) |
Soggetto topico | Technology: general issues |
Soggetto non controllato |
spherical seeds
spherical activated carbons activation microporosity mechanical properties diatomite zeolite X hydrothermal method calcium ion exchange capacity clay minerals particles orientational anisotropy granular systems disk packing X-Ray microtomography mesoscale simulation water produced adsorbent materials composite AlFe-pillared clay CrCeOx chlorobenzene catalytic combustion temperature-programmed reaction lignite porous structure carbon dioxide pressure CuCl/AC adsorbent CO adsorption monolayer dispersion isosteric heat adsorption isotherms Fischer–Tropsch supported iron oxide supported cobalt oxide reducibility dispersion biosorption weed methylene blue dye natural biosorbents adsorption kinetics |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910557391503321 |
Gil Bravo Antonio
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Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2020 | ||
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Lo trovi qui: Univ. Federico II | ||
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