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Advances in Multiscale and Multifield Solid Material Interfaces
| Advances in Multiscale and Multifield Solid Material Interfaces |
| Autore | Rizzoni Raffaella |
| Pubbl/distr/stampa | Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
| Descrizione fisica | 1 online resource (108 p.) |
| Soggetto topico | Technology: general issues |
| Soggetto non controllato |
adhesive layer
analytical solution anisotropic properties approximating sequence asymptotic analysis asymptotic homogenization method butt joint composite material contact problem coupled thermoelasticity damage evolution effective complex properties elastic composite equivalent cylinder of finite length interfaces Kirchhoff-Love plate mixed-mode mode-I multiphase fiber-reinforced composites n/a Steigmann-Ogden surface model thin inclusion Tykhonov triple Tykhonov well-posedness unilateral constraint variational inequality |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910566459303321 |
Rizzoni Raffaella
|
||
| Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advances in Sustainable Concrete System
| Advances in Sustainable Concrete System |
| Autore | Ling Yifeng |
| Pubbl/distr/stampa | Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
| Descrizione fisica | 1 online resource (408 p.) |
| Soggetto topico |
Conservation of buildings and building materials
History of engineering and technology Technology: general issues |
| Soggetto non controllato |
acoustic emission
adhesively-bonded joint AE rate process theory age alkali-activated material artificial intelligence artificial neural networks axial load bagasse ash bamboo beam-column joint bending resistance bentonite-free drilling fluid bio-based material blast furnace ferronickel slag brittleness evaluation index cement content cementitious gravel coal gangue compound activator compressive strength concrete concrete composites concrete damage constitutive model corrosion rate crack crack depth crack width cracked concrete crumb rubber crumb rubber concrete damage evolution damage mechanism damage variable data science detergent treatment dosage of activator durability eco-friendly concrete elastic strain energy energy evolution failure criterion FE modeling FE modelling fiber-reinforced concrete filtration fly ash freeze-thaw cycle fresh properties FRP reinforced concrete slab GM (0, N) model gradation green concrete GSP high strength high temperature high-strength concrete humidity hydration hydration mechanisms lattice girder semi-precast slabs lime treatment limestone machine learning materials materials design mechanical behavior mechanical properties mechanical property microstructure minimum energy dissipation principle moisture absorption moisture desorption mortar strength multiple linear regression n/a NaOH treatment natural coarse aggregate numerical simulation optimal dosage orthogonal experiment penetrability phosphorus slag precast concrete structure pretreatment punching shear strength reactive powder concrete recycled coarse aggregate recycled concrete residual strength rheology rice husk ash sawdust self-compacting concrete SHAP silica fume steel slag powder strength sulfate and acid attacks sulphate-corrosion resistance supplementary cementitious materials sustainability sustainable concrete sustainable development synthetic polymer temperature aging three-shear energy yield criterion tortuosity two-stage concrete ultrafine metakaolin unconfined compressive strength uniaxial tension volume deformation water treatment WPFT fibers |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910580211903321 |
|
Ling Yifeng
|
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| Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Environment-Friendly Construction Materials: Volume 1 / Inge Hoff, Shaopeng Wu, Serji Amirkhanian, Yue Xiao
| Environment-Friendly Construction Materials: Volume 1 / Inge Hoff, Shaopeng Wu, Serji Amirkhanian, Yue Xiao |
| Autore | Hoff Inge |
| Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2019 |
| Descrizione fisica | 1 electronic resource (280 p.) |
| Soggetto topico | History of engineering and technology |
| 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 |
9783039210138
3039210130 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910346838003321 |
|
Hoff Inge
|
||
| MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Environment-Friendly Construction Materials: Volume 2 / Inge Hoff, Shaopeng Wu, Serji Amirkhanian, Yue Xiao
| Environment-Friendly Construction Materials: Volume 2 / Inge Hoff, Shaopeng Wu, Serji Amirkhanian, Yue Xiao |
| Autore | Hoff Inge |
| Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2019 |
| Descrizione fisica | 1 electronic resource (256 p.) |
| Soggetto topico | History of engineering and technology |
| 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 |
9783039210152
3039210157 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910346837903321 |
|
Hoff Inge
|
||
| MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Environment-Friendly Construction Materials: Volume 3 / Inge Hoff, Shaopeng Wu, Serji Amirkhanian, Yue Xiao
| Environment-Friendly Construction Materials: Volume 3 / Inge Hoff, Shaopeng Wu, Serji Amirkhanian, Yue Xiao |
| Autore | Hoff Inge |
| Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2019 |
| Descrizione fisica | 1 electronic resource (270 p.) |
| Soggetto topico | History of engineering and technology |
| 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 |
9783039210176
3039210173 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910346837803321 |
|
Hoff Inge
|
||
| MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fluid Flow in Fractured Porous Media: Volume 1 / Yujing Jiang, Richeng Liu
| Fluid Flow in Fractured Porous Media: Volume 1 / Yujing Jiang, Richeng Liu |
| Autore | Jiang Yujing |
| Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2019 |
| Descrizione fisica | 1 electronic resource (578 p.) |
| Soggetto topico | History of engineering and technology |
| Soggetto non controllato |
deformation feature
minerals microstructure mixing permeability gas concentration water-rock interaction loose gangue backfill material unified pipe-network method fracture roof-cutting resistance crack similar-material movable fluid gob-side entry retaining (GER) rock-soil mechanics bed separation orthogonal tests charge separation water soaked height fluid flow in reclaimed soil laboratory experiment longwall mining grading broken gangue MIP elastic modulus effective stress permeability coefficient mixer naturally fracture SEM microstructure characteristics artificial joint rock fractured rock strata movement conservative solute particle velocity dry-wet cycles hydraulic fractures numerical calculation mechanical behaviors normalized conductivity-influence function fractured porous rock mass PPCZ segmented grouting non-aqueous phase liquid intelligent torque rheometer numerical analysis temperature unsaturated soil uniaxial compressive strength mine shaft coalbed methane (CBM) nonlinear flow in fractured porous media similar simulation forecasting tight sandstones oriented perforation hydro-mechanical coupling constant normal stiffness conditions cohesive soils layered progressive grouting chemical grouts grain size of sand Darcy's law soft coal masses hydro-power cyclic heating and cooling cohesive element method cement-based paste discharge tectonically deformed coal split grouting fault water inrush filtration effects T-stress particle flow modeling new cementitious material strength stabilization fractured porous medium brine concentration initial water contained in sand XRD fracture criteria hydraulic conductivity roadway deformation backfill mining adsorption/desorption properties pore pressure roughness cement-silicate grout compressive stress discrete element method dynamic characteristics strain-based percolation model thermal-hydrological-chemical interactions pore distribution characteristics transversely isotropic rocks nitric acid modification disaster-causing mechanism CH4 seepage crack distribution characteristics micro-CT relief excavation Darcy flow hydraulic fracturing mixed-form formulation propagation scanning electron microscope (SEM) images propagation pattern consolidation process rheological deformation gas adsorption soft filling medium ground pressure orthogonal ratio test rock fracture coal seams high-steep slope interface orthogonal test stress interference physical and mechanical parameters fracture propagation fluid-solid coupling theory coupling model surface characteristics numerical manifold method gas lignite water inrush prevention coupled THM model hard and thick magmatic rocks Ordos Basin porosity damage mechanics seepage degradation mechanism high temperature visualization system bentonite-sand mixtures contamination conductivity-influence function deterioration seepage pressure glutenite adhesion efficiency mechanical behavior transition bedding plane orientation enhanced gas recovery debris-resisting barriers reinforcement mechanism on-site monitoring geophysical prospecting cyclic wetting-drying scoops3D semi-analytical solution enhanced permeability management period seepage control deformation Yellow River Embankment impeded drainage boundary rheological test circular closed reservoir grout penetration viscoelastic fluid coal-like material paste-like slurry floor failure depth supercritical CO2 gravel numerical model fractal gas-bearing coal shear-flow coupled test rheological limit strain CO2 flooding flotation goaf slope stability damage coal and gas outburst hydraulic fracture anisotropy high-order effluents FLAC limestone roof sandstone TG/DTG Xinjiang two-phase flow model experiment coal particle volumetric strain failure mode land reclamation sandstone and mudstone particles contiguous seams CO2 geological storage numerical simulation geogrid stress relief optimum proportioning roadside backfill body (RBB) pervious concrete mudstone hydraulic fracture network grouted sand fractal pore characteristics refraction law segmented rheological model ductile failure heterogeneity flow law fracture closure coal measures sandstone tight sandstone gas reservoirs gob behaviors water-dripping roadway creep characteristics internal erosion warning levels of fault water inrush hydraulic aperture bolt support discontinuous natural fracture microscopic morphology critical hydraulic gradient mixed mode fracture resistance differential settlement alternate strata finite element method crushing ratio chloride glauberite cavern for storing oil & macroscopic mechanical behaviors collision angle adsorption performance failure mechanism mechanical properties transmissivity damage evolution gas fracturing multitude parameters deviatoric stress Jiaohe coal soil properties acoustic emission pore structure grouting experiment concrete confining pressures green mining gas drainage fluid viscosity compression deformation Unsaturation adsorption-desorption seepage-creep constitutive model soil particle size Pseudo Steady-State (PPS) constant soil-structure interface debris flow fracture grouting initial settlement position regression equation electrical potential secondary fracture surrounding rock solid backfill coal mining time variation excess pore-pressures finite-conductivity fracture permeability characteristics rainfall-unstable soil coupling mechanism(R-USCM) shaft lining |
| ISBN |
9783039214242
3039214241 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910367755903321 |
|
Jiang Yujing
|
||
| MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fluid Flow in Fractured Porous Media: Volume 2 / Yujing Jiang, Richeng Liu
| Fluid Flow in Fractured Porous Media: Volume 2 / Yujing Jiang, Richeng Liu |
| Autore | Jiang Yujing |
| Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2019 |
| Descrizione fisica | 1 electronic resource (492 p.) |
| Soggetto topico | History of engineering and technology |
| Soggetto non controllato |
deformation feature
minerals microstructure mixing permeability gas concentration water-rock interaction loose gangue backfill material unified pipe-network method fracture roof-cutting resistance crack similar-material movable fluid gob-side entry retaining (GER) rock-soil mechanics bed separation orthogonal tests charge separation water soaked height fluid flow in reclaimed soil laboratory experiment longwall mining grading broken gangue MIP elastic modulus effective stress permeability coefficient mixer naturally fracture SEM microstructure characteristics artificial joint rock fractured rock strata movement conservative solute particle velocity dry-wet cycles hydraulic fractures numerical calculation mechanical behaviors normalized conductivity-influence function fractured porous rock mass PPCZ segmented grouting non-aqueous phase liquid intelligent torque rheometer numerical analysis temperature unsaturated soil uniaxial compressive strength mine shaft coalbed methane (CBM) nonlinear flow in fractured porous media similar simulation forecasting tight sandstones oriented perforation hydro-mechanical coupling constant normal stiffness conditions cohesive soils layered progressive grouting chemical grouts grain size of sand Darcy's law soft coal masses hydro-power cyclic heating and cooling cohesive element method cement-based paste discharge tectonically deformed coal split grouting fault water inrush filtration effects T-stress particle flow modeling new cementitious material strength stabilization fractured porous medium brine concentration initial water contained in sand XRD fracture criteria hydraulic conductivity roadway deformation backfill mining adsorption/desorption properties pore pressure roughness cement-silicate grout compressive stress discrete element method dynamic characteristics strain-based percolation model thermal-hydrological-chemical interactions pore distribution characteristics transversely isotropic rocks nitric acid modification disaster-causing mechanism CH4 seepage crack distribution characteristics micro-CT relief excavation Darcy flow hydraulic fracturing mixed-form formulation propagation scanning electron microscope (SEM) images propagation pattern consolidation process rheological deformation gas adsorption soft filling medium ground pressure orthogonal ratio test rock fracture coal seams high-steep slope interface orthogonal test stress interference physical and mechanical parameters fracture propagation fluid-solid coupling theory coupling model surface characteristics numerical manifold method gas lignite water inrush prevention coupled THM model hard and thick magmatic rocks Ordos Basin porosity damage mechanics seepage degradation mechanism high temperature visualization system bentonite-sand mixtures contamination conductivity-influence function deterioration seepage pressure glutenite adhesion efficiency mechanical behavior transition bedding plane orientation enhanced gas recovery debris-resisting barriers reinforcement mechanism on-site monitoring geophysical prospecting cyclic wetting-drying scoops3D semi-analytical solution enhanced permeability management period seepage control deformation Yellow River Embankment impeded drainage boundary rheological test circular closed reservoir grout penetration viscoelastic fluid coal-like material paste-like slurry floor failure depth supercritical CO2 gravel numerical model fractal gas-bearing coal shear-flow coupled test rheological limit strain CO2 flooding flotation goaf slope stability damage coal and gas outburst hydraulic fracture anisotropy high-order effluents FLAC limestone roof sandstone TG/DTG Xinjiang two-phase flow model experiment coal particle volumetric strain failure mode land reclamation sandstone and mudstone particles contiguous seams CO2 geological storage numerical simulation geogrid stress relief optimum proportioning roadside backfill body (RBB) pervious concrete mudstone hydraulic fracture network grouted sand fractal pore characteristics refraction law segmented rheological model ductile failure heterogeneity flow law fracture closure coal measures sandstone tight sandstone gas reservoirs gob behaviors water-dripping roadway creep characteristics internal erosion warning levels of fault water inrush hydraulic aperture bolt support discontinuous natural fracture microscopic morphology critical hydraulic gradient mixed mode fracture resistance differential settlement alternate strata finite element method crushing ratio chloride glauberite cavern for storing oil & macroscopic mechanical behaviors collision angle adsorption performance failure mechanism mechanical properties transmissivity damage evolution gas fracturing multitude parameters deviatoric stress Jiaohe coal soil properties acoustic emission pore structure grouting experiment concrete confining pressures green mining gas drainage fluid viscosity compression deformation Unsaturation adsorption-desorption seepage-creep constitutive model soil particle size Pseudo Steady-State (PPS) constant soil-structure interface debris flow fracture grouting initial settlement position regression equation electrical potential secondary fracture surrounding rock solid backfill coal mining time variation excess pore-pressures finite-conductivity fracture permeability characteristics rainfall-unstable soil coupling mechanism(R-USCM) shaft lining |
| ISBN |
9783039214747
3039214748 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910367755803321 |
|
Jiang Yujing
|
||
| MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fracture and Fatigue Assessments of Structural Components
| Fracture and Fatigue Assessments of Structural Components |
| Autore | Campagnolo Alberto |
| Pubbl/distr/stampa | Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2020 |
| Descrizione fisica | 1 online resource (186 p.) |
| Soggetto topico | History of engineering and technology |
| Soggetto non controllato |
3D reconstruction
ABAQUS subroutine affecting factors analytical model brittle broken coal seam cleat filler composite concrete beams control volume concept crack crack coalescence crack initiation crack propagation critical plane approach damage evolution damage index delamination dissipated energy double cantilever composite beam (DCB) fatigue fatigue crack fatigue damage evolution fatigue life fatigue life assessment fatigue life prediction FEM finite element method finite fracture mechanics fracture life assessment life prediction master-slave model MCT scanning metal microcracks monitoring of fatigue crack multiple fatigue crack multiscale nanodevice nanoscale notch nozzle guide vane ordinary state-based peridynamics rail corrugation running speed scroll compressor sensor network severely notched specimens silicon strain energy density structural health monitoring structure thermal barrier coat thermal evolution thermal fatigue thermo-graphic technique ultrasonic guided waves welded bogie frame welded joint wellbore stability wheel polygon |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910557301003321 |
|
Campagnolo Alberto
|
||
| Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2020 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||