Computational Methods for Fatigue and Fracture |
Autore | Branco Ricardo |
Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
Descrizione fisica | 1 electronic resource (144 p.) |
Soggetto topico |
Technology: general issues
History of engineering & technology |
Soggetto non controllato |
finite element method
Taguchi method tooth surface contact stress tooth profile deviations meshing errors lead crowning modifications critical load fracture tubular cantilever beam U-notch theory of critical distances LEFM mesh density mixed mode stress intensity factors fatigue crack growth FEM fatigue failure design flaws mechanical system parametric ALT hinge kit system XFEM ANSYS mechanical smart crack growth stress intensity factors fatigue life prediction gears Single Tooth Bending Fatigue STBF Finite Element Model material characterization multiaxial fatigue critical plane metal casting mold design simulation optimization fatigue life reliability |
ISBN | 3-0365-5300-2 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910619470603321 |
Branco Ricardo
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MDPI - Multidisciplinary Digital Publishing Institute, 2022 | ||
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Lo trovi qui: Univ. Federico II | ||
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Corrosion and Degradation of Materials |
Autore | Chen Jian |
Pubbl/distr/stampa | Basel, : MDPI Books, 2022 |
Descrizione fisica | 1 electronic resource (474 p.) |
Soggetto topico |
Technology: general issues
Chemical engineering |
Soggetto non controllato |
AC-HVAF
FeB HEAs coating corrosion liquid zinc cuprous oxide nanochains thermal decomposition nanofluids photo-thermal conversion performance molecular dynamics binding energy crystallization prevention flocking for resisting blockage drainage pipe mechanochemical activation coal-gasification slag particle characteristics cementitious material reactivity traffic engineering damage identification deflection influence line continuous beam bridge multi-span bridges structural damage anti-blocking of flocking drainage pipe drainage pipe blockage by crystals mechanism mathematical modeling tunnel soft rock strain hardening/softening bearing capacity of footing numerical solution effect of intermediate principal stress CoCrFeNiSiMoW medium-entropy alloy coatings microstructure wear salt freezing erosion freeze thaw cycle concrete durability numerical simulation high-nitrogen austenitic stainless steel friction coefficient high temperature loess calcareous nodules heavy-metal ions single adsorption adsorption rate grey quality gain-loss engineering specifications process capability crystallization and clogging in pipe flow velocity pipe diameter pipe material friction stir welding aluminum and steel dissimilar metals butt high rotational speed ultra-high rotational speed intermetallic compound magnesium alloy composite coating structural characterization mechanical properties bioactivity antibacterial activity biocompatibility Feixianguan Formation underdetermined system curve reconstruction circulating neural network old well review weathered sand freeze-thaw cycles damage law microscopic characteristics deterioration mechanism flange shaft fatigue failure fracture mechanics stress intensity factor crack propagation bridge structure mode frequency displacement curve Z3CN20.09M corrosion fatigue fatigue life high temperature water SnO2-Sb2Ox sol-enhanced electrodeposition organic degradation micro-arc oxidation (MAO) SiO2 nanoparticles corrosion resistance wear property magnesium-lithium alloy localized corrosion corrosion product film annular channel angular extrusion predeformation 2A12 aluminum alloy heat treatment uniform mechanical properties Q345 steel hot-dipping aluminum-silicon annealing FeAl phase Al2O3 dissimilar metal cladding pressure vessel pipe-nozzle micro-hardness sweet cherry edible coating quality antioxidant enzymatic activities stainless steel titanium crevice corrosion multiphysics ring narrow groove mask electrochemical machining numerical simulation of the multiple physical fields diffusion barrier Cu interconnect self-formed Cu(Re) alloy subgrade engineering coarse-grained soil step cyclic loading dynamic triaxial test hysteresis curve |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910595075703321 |
Chen Jian
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Basel, : MDPI Books, 2022 | ||
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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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Fatigue and Fracture of Non-metallic Materials and Structures |
Autore | Spagnoli Andrea |
Pubbl/distr/stampa | Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2020 |
Descrizione fisica | 1 electronic resource (586 p.) |
Soggetto topico | History of engineering & technology |
Soggetto non controllato |
Ethylene-propylene diene monomer rubber EPDM
grommet physical properties optimization of shape design reliability of rocks fatigue load strain energy red sandstone distribution of strain energy indices multi-scale simulation fatigue loading road bridge decks stagnant water fracture toughness blast furnace slag particle size compressive strength concrete concrete cracking crack patterns carbon fiber-reinforced polymers-CFRP RC strengthening (in bending and shear) RC beams soft materials polymers strain rate defect tolerance digital image correlation stress concentrators notch blunting lightning strike composite reinforced panel blow-off impulse electric-thermal coupling boundary effect size effect tensile strength physical modelling test rock structure fracture deformation mining neutral axis self-healing successive strain gauge flexural test bridge decks pseudo-cracking method data assimilation triaxial compression test sandstone rock mechanics rock fracture energy evolution rock-like material crack propagation discrete element strain rate tensor velocity field jointed rock uniaxial tension loading numerical analysis discrete element method strata structural behavior numerical simulation tension weakening fractures goaf consolidation fatigue life modified asphalt mixture four-point bending beam fatigue test two-point trapezoidal beam fatigue test overlay tester embedment shale rock proppant pack fracture width fly ash fineness fracture energy critical stress intensity factor assessment bridge evaluation compressive membrane action concrete bridges fatigue fatigue assessment live loads prestressed concrete punching shear scale model CFRP Low Velocity Impacts Cohesive Zone Model (CZM) Finite Element Analysis (FEA) VUMAT inter-laminar damage intra-laminar damage chemical grouting flowing water water plugging rate joint roughness coefficient damage model mode-II microcracks thermodynamics reinforced concrete beam impact and quasi-static loading retrofitting mineral grain shape particle flow code uniaxial compression simulation rock mechanical property mesostructure finite element analysis cohesive zone model high performance concrete fibre-reinforced high performance concrete compressive stress compressive modulus of elasticity maximum compressive strain tension pressure-tension apparatus nondestructive testing ultrasonic pulse velocity ABAQUS FEA high-temperature wedge splitting test fracture parameters reducing condition carbon-containing refractories strain-softening failure probability diamond composite material failure characteristics reliability rock cutting picks civil engineering fiber-reinforced composite laminate multi-directional laminate delamination elastic interface energy release rate mixed-mode fracture enhanced PG-NEM functionally graded material (FGM) stress intensity factor (SIF) modified interaction integral metallic glasses shear bands mechanical properties fracture mechanism small wind turbine stall regulation pitch regulation aeroelastic simulation Fatigue Fracture mechanics Structural integrity Polymers Composites Ceramics Concrete Rock Soft matter Advanced materials |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910557474603321 |
Spagnoli Andrea
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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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Fracture and Fatigue Assessments of Structural Components |
Autore | Campagnolo Alberto |
Pubbl/distr/stampa | Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2020 |
Descrizione fisica | 1 electronic resource (186 p.) |
Soggetto topico | History of engineering & technology |
Soggetto non controllato |
fatigue life prediction
dissipated energy thermo-graphic technique thermal evolution peridynamics composite ordinary state-based double cantilever composite beam (DCB) delamination control volume concept critical plane approach fatigue life assessment severely notched specimens strain energy density monitoring of fatigue crack damage index ultrasonic guided waves sensor network structural health monitoring thermal fatigue thermal barrier coat master–slave model life prediction nozzle guide vane microcracks multiple fatigue crack crack coalescence concrete beams damage evolution multiscale fatigue damage evolution ABAQUS subroutine 3D reconstruction MCT scanning fatigue life cleat filler broken coal seam wellbore stability analytical model affecting factors fatigue crack welded bogie frame wheel polygon rail corrugation running speed finite fracture mechanics nanoscale silicon brittle notch fracture nanodevice life assessment crack initiation crack propagation finite element method scroll compressor fatigue crack metal structure welded joint FEM |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910557301003321 |
Campagnolo Alberto
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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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Fracture, Fatigue and Structural Integrity of Metallic Materials |
Autore | Álvarez Laso José Alberto |
Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2020 |
Descrizione fisica | 1 electronic resource (170 p.) |
Soggetto non controllato |
reuse
microstructure fatigue crack growth micromechanisms weld joint FFM slow strain rate tensile test fracture orthotropic steel bridge deck fatigue three-point bending fatigue EMC notch effect thermal desorption spectroscopy synchrotron radiation tube specimen with hole critical distance Inconel 690 tube fatigue test failure assessment diagram (FAD) alloy steel X-ray techniques overload aluminium plates fatigue strength fastener high strength low alloy steels (HSLA) internal fatigue fracture ?CT imaging hydrogen induced cracking (HIC) notch rotating bending local strain aluminum foam sandwich structural steel surface defect compressive residual stress blunt V-notches cathodic polarization needle peening semi-elliptical crack fatigue life hydrogen-induced delayed fracture fatigue design curve subcritical propagation cathodic polarization or cathodic charge (CC) hydrogen embrittlement aircraft fatigue limit environmentally assisted cracking ductile failure mode I loading cathodic protection (CP) peel strength hot-press-formed steel crack initiation retardation theory of critical distances welded joint |
ISBN | 3-03928-860-1 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910674021003321 |
Álvarez Laso José Alberto
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MDPI - Multidisciplinary Digital Publishing Institute, 2020 | ||
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Lo trovi qui: Univ. Federico II | ||
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Modelling, Test and Practice of Steel Structures |
Autore | Chen Zhihua |
Pubbl/distr/stampa | Basel, : MDPI Books, 2022 |
Descrizione fisica | 1 electronic resource (286 p.) |
Soggetto topico |
Technology: general issues
History of engineering & technology |
Soggetto non controllato |
shear dampers
steel tube dampers low cycle cyclic load mechanical properties energy dissipation capacity data analysis artificial neural network (ANN) chemical composition of welds data augmentation technique bolted ball-cylinder joints FE analysis elevated temperature parametric study design methods steel plate wall diagonal stiffener torsional stiffness elastic buckling threshold stiffness digital twin Dijkstra algorithm prestressed steel structure material allocation intelligent planning construction management random forest influencing factors intelligent analysis offshore structure falling object collision similarity law scaled test finite element analysis fracture performance SBHS500 SM570 SM490 high strength steel notch reliability analysis ship local structure probabilistic simulation Kriging model Bayesian data fusion L-shaped column recycled aggregate concrete concrete-filled steel tube eccentric compression finite element model suspender steel arch bridge fatigue life overloaded rate finite element corrugated steel plate shear wall damage state repair state fragility function probabilistic assessment partially connected steel plate shear wall shear strength connectivity ratio finite element method design formula pipe-in-pipe system global buckling the sleeper-distributed buoyancy method active control pipeline design orthotropic steel deck crack propagation fatigue performance arch structure stability behavior spatial grid arch structure stability analysis initial imperfections nonlinear factors ultimate load-carrying capacity structural steel elevated temperatures cooling-down method cyclic performance skeleton curve ductile crack high-strength steel low-stress triaxiality modified N-VG model |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910595068503321 |
Chen Zhihua
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Basel, : MDPI Books, 2022 | ||
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Lo trovi qui: Univ. Federico II | ||
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Sustainability in Geotechnics: The Use of Environmentally Friendly Materials |
Autore | Vieira Castorina Silva |
Pubbl/distr/stampa | Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
Descrizione fisica | 1 electronic resource (448 p.) |
Soggetto topico |
Technology: general issues
History of engineering & technology |
Soggetto non controllato |
low carbon materials
heavy metal immobilization sustainable remediation environmentally friendly materials sustainability in geotechnics recycled construction and demolition materials geogrids pullout behaviour pullout test parameters cement lime copper slag strength durability microstructure eCO2 embodied energy soda residue fly ash field test laboratory test mechanical property gypsum liners pavements PROMETHEE heavy metals soil enzyme solutions desorption extractant bioengineering techniques vegetative cover index slope’s superficial erosion phytosanitary aspects climatological conditions geosynthetics geotextile tubes sludge dewatering total solids polymer dosing response surface geomembrane HDPE thermal analysis sewage leachate incinerator bottom ash geotextiles mechanical damage sustainable engineering waste valorization soil improvement polypropylene strips geotechnical properties sustainable reuse of plastic waste recycled pet strips lateritic soil composite uniaxial tests shear strength small-strain stiffness ground improvement ground remediation local strain triaxial test geopolymer soil stabilization expansive soils sustainability benefits sustainable ground improvement oil-contaminated soils geotextile–polynorbornene liner pollutant adsorption diffusion permeability alteration microbial induced carbonate precipitation life cycle assessment energy consumption carbon emissions fine-grained soil tire-derived aggregate optimum moisture content maximum dry unit weight Bland–Altman analysis geogrid recycled materials interface shear strength large-direct shear test base course reinforcement pavement geotechnics recycled aluminum salt slag resilient modulus leachate analysis soil–cement recycled waste fatigue life subgrade compressive strength geogrid-reinforced soil structure substitute building material recycled material green infrastructure polypropylene fibers drained test stress–dilatancy wastes tires CDW PET bottles sustainability in geotechnical engineering sustainable ground remediation geopolymers |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Altri titoli varianti | Sustainability in Geotechnics |
Record Nr. | UNINA-9910566464503321 |
Vieira Castorina Silva
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Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 | ||
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Lo trovi qui: Univ. Federico II | ||
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