Clay Mineral Transformations after Bentonite/Clayrocks and Heater/Water Interactions from Lab and Large-Scale Tests |
Autore | Fernández Ana María |
Pubbl/distr/stampa | Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
Descrizione fisica | 1 electronic resource (388 p.) |
Soggetto topico |
Research & information: general
Biology, life sciences |
Soggetto non controllato |
calcium bentonite
gel swelling water uptake ESEM EDXA surface area XRD radioactive waste disposal cement-clay interaction bentonite cementitious materials alteration alkaline conditions radioactive waste OPC LAC alkaline leachate diffusion dual porosity electrostatic effects reactive transport modelling near field radioactive waste repository low-pH cement technical barrier Äspö ABM-test smectite alteration swelling pressure permeability hydraulic gradient engineered barriers geological repository selenium reduction sorption Opalinus Clay in situ batch tests smectite crystal structure water in the smectite interlayer mineralogical changes thermal treatment BET swell index liquid limit water retention curves iron in situ experiment interface layer charge metal substitution SEM-EDS microbial diversity organic supplements magnesium bentonite thermal loading montmorillonite content thermal analysis with evolved gas analysis cation exchange capacity specific surface area saturated hydraulic conductivity microbial survivability HLRW ABM test SEM-EDX repository high temperatures ordinary Portland cement mudstone sequential flow experiment reactive-transport modelling anion distribution CEC exchangeable cations hydration MiniSandwich sandwich sealing system solute transport waste repositories water content Milos interlayers iron-bentonite interaction reactive transport numerical model bentonites smectites pore water chemistry mineralogy cation exchange ABM experiment large-scale tests |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910580208503321 |
Fernández Ana María
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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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Flow and Transport Properties of Unconventional Reservoirs 2018 / Jianchao Cai, Harpreet Singh, Zhien Zhang, Qinjun Kang |
Autore | Cai Jianchao |
Pubbl/distr/stampa | Basel, Switzerland : , : MDPI, , 2019 |
Descrizione fisica | 1 electronic resource (364 p.) |
Soggetto non controllato |
shale gas
permeability prediction by NMR logs matrix–fracture interaction faults remaining oil distributions unconventional reservoirs coal deformation reservoir depletion carbonate reservoir nanopore fracturing fluid pseudo-potential model shale reservoirs matrix-fracture interactions multi-scale fracture succession pseudo-steady state (SPSS) method fluid transport physics integrated methods chelating agent dissolved gas non-equilibrium permeability effective stress fractal fracture network spontaneous imbibition tight oil porous media 0-1 programming the average flow velocity geothermal water micro-fracture pore types pore network model petrophysical characterization nitrogen adsorption analysis of influencing factors mudstone rheology velocity profile shale permeability flow resistance global effect tight sandstones fractal dimension contact angle temperature-resistance fractured well transient productivity reservoir classifications deep circulation groundwater viscosity NMR fractional diffusion lattice Boltzmann method multiporosity and multiscale fractal geometry imbibition front productivity contribution degree of multimedium wetting angle pH of formation water enhanced oil recovery isotopes tight sandstone fracture diversion shale SRV-fractured horizontal well low-salinity water flooding shale gas reservoir tight reservoirs fracture continuum method tight oil reservoir Lucaogou Formation hydraulic fracturing clean fracturing fluid recovery factor flow regimes local effect complex fracture network pore structure gas adsorption capacity polymer non-linear flow conformable derivative production simulation analytical model enhanced geothermal system multi-scale flow experimental evaluation extended finite element method fluid-solid interaction groundwater flow well-placement optimization thickener imbibition recovery equilibrium permeability slip length large density ratio clay mineral composition finite volume method volume fracturing influential factors sulfonate gemini surfactant |
ISBN |
9783039211173
303921117X |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910346689503321 |
Cai Jianchao
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Basel, Switzerland : , : MDPI, , 2019 | ||
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Lo trovi qui: Univ. Federico II | ||
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Fluid Flow in Fractured Porous Media: Volume 1 / Yujing Jiang, Richeng Liu |
Autore | Jiang Yujing |
Pubbl/distr/stampa | Basel, Switzerland : , : MDPI, , 2019 |
Descrizione fisica | 1 electronic resource (578 p.) |
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
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Basel, Switzerland : , : MDPI, , 2019 | ||
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Lo trovi qui: Univ. Federico II | ||
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Fluid Flow in Fractured Porous Media: Volume 2 / Yujing Jiang, Richeng Liu |
Autore | Jiang Yujing |
Pubbl/distr/stampa | Basel, Switzerland : , : MDPI, , 2019 |
Descrizione fisica | 1 electronic resource (492 p.) |
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
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Basel, Switzerland : , : MDPI, , 2019 | ||
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Lo trovi qui: Univ. Federico II | ||
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State of the Art Geo-Energy Technology in China |
Autore | Yang Sheng-Qi |
Pubbl/distr/stampa | Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
Descrizione fisica | 1 electronic resource (264 p.) |
Soggetto topico | Research & information: general |
Soggetto non controllato |
airflow reversal
gas outburst mine ventilation system orthogonal experiment numerical simulation deep chamber asymmetric failure mechanical analysis control measures Yinggehai overpressure hydraulic fracture mudstone fluid pressure red sandstone pre-existing cracks creep behavior temperature long-term permeability partial saturation patchy saturation squirt flow P-wave velocity dispersion and attenuation anelasticity ultrasonic measurements heavy oil reservoirs cyclic steam stimulation conformance control extreme gradient boost (XGBoost) trees prediction model Dongsha Waters in the northern South China Sea margin velocity inversion mud volcano magma intrusion Mesozoic hydrocarbon tubing modal analysis fluid-structure interaction inlet pressure pipeline water hammer gas-liquid two-phase flow pressure velocity lattice Boltzmann method discrete element method sand production force chain network analysis seismic sedimentology sedimentary facies evolution peat accumulation regularity frequency–division amplitude fusion thin sand bodies stable crack propagation crack strain stress–strain curve model wing crack outburst coal primary coal structural parameters infrared spectrum XRD oil shale in situ conversion project biomarker pyrolysis process organic geochemistry |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910580208403321 |
Yang Sheng-Qi
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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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