Advances in Sustainable Concrete System |
Autore | Ling Yifeng |
Pubbl/distr/stampa | Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
Descrizione fisica | 1 electronic resource (408 p.) |
Soggetto topico |
Technology: general issues
History of engineering & technology Conservation of buildings & building materials |
Soggetto non controllato |
high-strength concrete
energy evolution elastic strain energy brittleness evaluation index concrete humidity moisture absorption moisture desorption numerical simulation acoustic emission AE rate process theory corrosion rate damage evolution axial load precast concrete structure lattice girder semi-precast slabs bending resistance FE modelling concrete damage GSP high strength hydration strength penetrability rice husk ash sustainable concrete artificial neural networks multiple linear regression eco-friendly concrete green concrete sustainable development artificial intelligence data science machine learning bagasse ash mechanical properties natural coarse aggregate recycled coarse aggregate two-stage concrete materials design recycled concrete crumb rubber concrete crumb rubber NaOH treatment lime treatment water treatment detergent treatment compressive strength materials adhesively-bonded joint temperature aging residual strength mechanical behavior failure criterion steel slag powder compound activator mortar strength orthogonal experiment GM (0, N) model ultrafine metakaolin silica fume durability fiber-reinforced concrete damage mechanism uniaxial tension cracked concrete crack width crack depth tortuosity sustainability concrete composites sulfate and acid attacks WPFT fibers coal gangue gradation cement content unconfined compressive strength freeze-thaw cycle minimum energy dissipation principle three-shear energy yield criterion damage variable constitutive model phosphorus slag limestone sulphate-corrosion resistance volume deformation blast furnace ferronickel slag alkali-activated material dosage of activator reactive powder concrete beam-column joint FE modeling crack cementitious gravel fly ash age optimal dosage bamboo sawdust pretreatment bio-based material mechanical property self-compacting concrete supplementary cementitious materials hydration mechanisms microstructure fresh properties synthetic polymer high temperature bentonite-free drilling fluid rheology filtration FRP reinforced concrete slab punching shear strength SHAP |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910580211903321 |
Ling Yifeng | ||
Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Appropriate Wisdom, Technology, and Management toward Environmental Sustainability for Development |
Autore | Hashemi Shervin |
Pubbl/distr/stampa | Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
Descrizione fisica | 1 electronic resource (368 p.) |
Soggetto topico |
Technology: general issues
History of engineering & technology Environmental science, engineering & technology |
Soggetto non controllato |
metals
arsenic pollution Mexico developing countries landfill urban solid waste disposal waste management sustainable development goals ethnobotany human health poverty traditional knowledge sustainable agriculture wheat seed rate yield effect dose-response seed recycling cost-benefit analysis blockchain SDGs innovation COVID-19 green recovery scorecard construction sector economy intersectoral linkages VECM forecasting sustainable development eco-friendly sound-absorbing material corrugated cardboard perforated corrugated cardboard sound-absorption coefficient sound transmission loss transfer function method transfer matrix method multi-frequency resonator self-compacting concrete crumb rubber strength silica fume response surface methodology biodiesel engine performance emissions natural feedstocks production method ethical marketing extended marketing mix consumer brand relationships brand loyalty sustainability rice husk power plants CO2 emission reductions Clean Development Mechanism rural clean heating project rural Gansu potential solutions benchmarking fisheries aquaculture food security Bangladesh humanitarian logistics pandemic economic reactivation spatial modelling sustainable construction construction waste reduction modelling of waste (reduce, reuse and recycle) PLS-SEM industry 4.0 circular economy environmental regulations manufacturing supply chains Internet of Things (IoT) groundwater level groundwater resource groundwater management models groundwater monitoring system wireless sensor network MENA Islamic cities urban management sustainable built environment supplier selection product life cycle cost geometric mean weighting penalty weighting multiobjective linear programming revised multichoice goal programming |
ISBN | 3-0365-5190-5 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910637785203321 |
Hashemi Shervin | ||
Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
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 | ||
MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
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 | ||
MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
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 | ||
MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
New Trends in Recycled Aggregate Concrete |
Autore | de Brito Jorge |
Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2019 |
Descrizione fisica | 1 electronic resource (280 p.) |
Soggetto non controllato |
crushing
heavyweight waste glass recycled aggregate quality seismic load microstructure construction waste permeability bond strength seismic performance aggregate interlock mechanism recycled concrete aggregates compressive strength crumb rubber cellular concrete model cyclic load recycled aggregate crushed glass models recycled aggregate concrete reactive power concrete recycled aggregate concrete (RAC) energy absorbing creep elevated temperature fiber-reinforced concrete size effect recycled concrete aggregate geological nature of aggregates mechanical properties recycled concrete artificial neural networks recycled aggregates steel fibre quality of aggregates aggregates foam stability ceramic foam durable characteristics nylon fiber concrete mechanical characteristics strain rate steel reinforced recycled aggregate concrete (SRRAC) dynamic mechanical property concrete sludge fines water absorption columns environmental impact blast-furnace slag input variable tensile splitting strength aggregate returned concrete reinforced concrete member variable sensitivity soil stabilization numerical analysis shear behavior fly-ash modulus life cycle assessment foam structure silica fume recycling recycled coarse aggregate concrete ready-mixed concrete foam concrete flexural behavior mixture proportioning aggregate characteristic residual properties CT reinforced concrete shrinkage |
ISBN | 3-03921-141-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910346686403321 |
de Brito Jorge | ||
MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|