Fluid Flow in Fractured Porous Media
The fluid flow in fracture porous media plays a significant role in the assessment of deep underground reservoirs, such as through CO2 sequestration, enhanced oil recovery, and geothermal energy development. Many methods have been employed-from laboratory experimentation to theoretical analysis and...
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MDPI - Multidisciplinary Digital Publishing Institute
2019
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| Online Access: | Get Fullteks DOAB: description of the publication |
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| LEADER | 11650naaaa2203625uu 4500 | ||
|---|---|---|---|
| 001 | doab_20_500_12854_47777 | ||
| 005 | 20210211 | ||
| 020 | |a books978-3-03921-424-2 | ||
| 020 | |a 9783039214242 | ||
| 020 | |a 9783039214235 | ||
| 024 | 7 | |a 10.3390/books978-3-03921-424-2 |c doi | |
| 041 | 0 | |a English | |
| 042 | |a dc | ||
| 100 | 1 | |a Liu, Richeng |4 auth | |
| 700 | 1 | |a Jiang, Yujing |4 auth | |
| 245 | 1 | 0 | |a Fluid Flow in Fractured Porous Media |
| 260 | |b MDPI - Multidisciplinary Digital Publishing Institute |c 2019 | ||
| 300 | |a 1 electronic resource (578 p.) | ||
| 506 | 0 | |a Open Access |2 star |f Unrestricted online access | |
| 520 | |a The fluid flow in fracture porous media plays a significant role in the assessment of deep underground reservoirs, such as through CO2 sequestration, enhanced oil recovery, and geothermal energy development. Many methods have been employed-from laboratory experimentation to theoretical analysis and numerical simulations-and allowed for many useful conclusions. This Special Issue aims to report on the current advances related to this topic. This collection of 58 papers represents a wide variety of topics, including on granite permeability investigation, grouting, coal mining, roadway, and concrete, to name but a few. We sincerely hope that the papers published in this Special Issue will be an invaluable resource for our readers. | ||
| 540 | |a Creative Commons |f https://creativecommons.org/licenses/by-nc-nd/4.0/ |2 cc |4 https://creativecommons.org/licenses/by-nc-nd/4.0/ | ||
| 546 | |a English | ||
| 653 | |a deformation feature | ||
| 653 | |a minerals | ||
| 653 | |a microstructure | ||
| 653 | |a mixing | ||
| 653 | |a permeability | ||
| 653 | |a gas concentration | ||
| 653 | |a water-rock interaction | ||
| 653 | |a loose gangue backfill material | ||
| 653 | |a unified pipe-network method | ||
| 653 | |a fracture | ||
| 653 | |a roof-cutting resistance | ||
| 653 | |a crack | ||
| 653 | |a similar-material | ||
| 653 | |a movable fluid | ||
| 653 | |a gob-side entry retaining (GER) | ||
| 653 | |a rock-soil mechanics | ||
| 653 | |a bed separation | ||
| 653 | |a orthogonal tests | ||
| 653 | |a charge separation | ||
| 653 | |a water soaked height | ||
| 653 | |a fluid flow in reclaimed soil | ||
| 653 | |a laboratory experiment | ||
| 653 | |a longwall mining | ||
| 653 | |a grading broken gangue | ||
| 653 | |a MIP | ||
| 653 | |a elastic modulus | ||
| 653 | |a effective stress | ||
| 653 | |a permeability coefficient | ||
| 653 | |a mixer | ||
| 653 | |a naturally fracture | ||
| 653 | |a SEM | ||
| 653 | |a microstructure characteristics | ||
| 653 | |a artificial joint rock | ||
| 653 | |a fractured rock | ||
| 653 | |a strata movement | ||
| 653 | |a conservative solute | ||
| 653 | |a particle velocity | ||
| 653 | |a dry-wet cycles | ||
| 653 | |a hydraulic fractures | ||
| 653 | |a numerical calculation | ||
| 653 | |a mechanical behaviors | ||
| 653 | |a normalized conductivity-influence function | ||
| 653 | |a fractured porous rock mass | ||
| 653 | |a PPCZ | ||
| 653 | |a segmented grouting | ||
| 653 | |a non-aqueous phase liquid | ||
| 653 | |a intelligent torque rheometer | ||
| 653 | |a numerical analysis | ||
| 653 | |a temperature | ||
| 653 | |a unsaturated soil | ||
| 653 | |a uniaxial compressive strength | ||
| 653 | |a mine shaft | ||
| 653 | |a coalbed methane (CBM) | ||
| 653 | |a nonlinear flow in fractured porous media | ||
| 653 | |a similar simulation | ||
| 653 | |a forecasting | ||
| 653 | |a tight sandstones | ||
| 653 | |a oriented perforation | ||
| 653 | |a hydro-mechanical coupling | ||
| 653 | |a constant normal stiffness conditions | ||
| 653 | |a cohesive soils | ||
| 653 | |a layered progressive grouting | ||
| 653 | |a chemical grouts | ||
| 653 | |a grain size of sand | ||
| 653 | |a Darcy's law | ||
| 653 | |a soft coal masses | ||
| 653 | |a hydro-power | ||
| 653 | |a cyclic heating and cooling | ||
| 653 | |a cohesive element method | ||
| 653 | |a cement-based paste discharge | ||
| 653 | |a tectonically deformed coal | ||
| 653 | |a split grouting | ||
| 653 | |a fault water inrush | ||
| 653 | |a filtration effects | ||
| 653 | |a T-stress | ||
| 653 | |a particle flow modeling | ||
| 653 | |a new cementitious material | ||
| 653 | |a strength | ||
| 653 | |a stabilization | ||
| 653 | |a fractured porous medium | ||
| 653 | |a brine concentration | ||
| 653 | |a initial water contained in sand | ||
| 653 | |a XRD | ||
| 653 | |a fracture criteria | ||
| 653 | |a hydraulic conductivity | ||
| 653 | |a roadway deformation | ||
| 653 | |a backfill mining | ||
| 653 | |a adsorption/desorption properties | ||
| 653 | |a pore pressure | ||
| 653 | |a roughness | ||
| 653 | |a cement-silicate grout | ||
| 653 | |a compressive stress | ||
| 653 | |a discrete element method | ||
| 653 | |a dynamic characteristics | ||
| 653 | |a strain-based percolation model | ||
| 653 | |a thermal-hydrological-chemical interactions | ||
| 653 | |a pore distribution characteristics | ||
| 653 | |a transversely isotropic rocks | ||
| 653 | |a nitric acid modification | ||
| 653 | |a disaster-causing mechanism | ||
| 653 | |a CH4 seepage | ||
| 653 | |a crack distribution characteristics | ||
| 653 | |a micro-CT | ||
| 653 | |a relief excavation | ||
| 653 | |a Darcy flow | ||
| 653 | |a hydraulic fracturing | ||
| 653 | |a mixed-form formulation | ||
| 653 | |a propagation | ||
| 653 | |a scanning electron microscope (SEM) images | ||
| 653 | |a propagation pattern | ||
| 653 | |a consolidation process | ||
| 653 | |a rheological deformation | ||
| 653 | |a gas adsorption | ||
| 653 | |a soft filling medium | ||
| 653 | |a ground pressure | ||
| 653 | |a orthogonal ratio test | ||
| 653 | |a rock fracture | ||
| 653 | |a coal seams | ||
| 653 | |a high-steep slope | ||
| 653 | |a interface | ||
| 653 | |a orthogonal test | ||
| 653 | |a stress interference | ||
| 653 | |a physical and mechanical parameters | ||
| 653 | |a fracture propagation | ||
| 653 | |a fluid-solid coupling theory | ||
| 653 | |a coupling model | ||
| 653 | |a surface characteristics | ||
| 653 | |a numerical manifold method | ||
| 653 | |a gas | ||
| 653 | |a lignite | ||
| 653 | |a water inrush prevention | ||
| 653 | |a coupled THM model | ||
| 653 | |a hard and thick magmatic rocks | ||
| 653 | |a Ordos Basin | ||
| 653 | |a porosity | ||
| 653 | |a damage mechanics | ||
| 653 | |a seepage | ||
| 653 | |a degradation mechanism | ||
| 653 | |a high temperature | ||
| 653 | |a visualization system | ||
| 653 | |a bentonite-sand mixtures | ||
| 653 | |a contamination | ||
| 653 | |a conductivity-influence function | ||
| 653 | |a water-rock interaction | ||
| 653 | |a deterioration | ||
| 653 | |a seepage pressure | ||
| 653 | |a glutenite | ||
| 653 | |a adhesion efficiency | ||
| 653 | |a mechanical behavior transition | ||
| 653 | |a bedding plane orientation | ||
| 653 | |a n/a | ||
| 653 | |a enhanced gas recovery | ||
| 653 | |a debris-resisting barriers | ||
| 653 | |a reinforcement mechanism | ||
| 653 | |a on-site monitoring | ||
| 653 | |a geophysical prospecting | ||
| 653 | |a cyclic wetting-drying | ||
| 653 | |a scoops3D | ||
| 653 | |a semi-analytical solution | ||
| 653 | |a enhanced permeability | ||
| 653 | |a management period | ||
| 653 | |a seepage control | ||
| 653 | |a deformation | ||
| 653 | |a Yellow River Embankment | ||
| 653 | |a impeded drainage boundary | ||
| 653 | |a rheological test | ||
| 653 | |a circular closed reservoir | ||
| 653 | |a grout penetration | ||
| 653 | |a viscoelastic fluid | ||
| 653 | |a coal-like material | ||
| 653 | |a paste-like slurry | ||
| 653 | |a floor failure depth | ||
| 653 | |a supercritical CO2 | ||
| 653 | |a gravel | ||
| 653 | |a numerical model | ||
| 653 | |a fractal | ||
| 653 | |a gas-bearing coal | ||
| 653 | |a shear-flow coupled test | ||
| 653 | |a rheological limit strain | ||
| 653 | |a CO2 flooding | ||
| 653 | |a flotation | ||
| 653 | |a goaf | ||
| 653 | |a slope stability | ||
| 653 | |a damage | ||
| 653 | |a coal and gas outburst | ||
| 653 | |a hydraulic fracture | ||
| 653 | |a anisotropy | ||
| 653 | |a high-order | ||
| 653 | |a effluents | ||
| 653 | |a FLAC | ||
| 653 | |a limestone roof | ||
| 653 | |a sandstone | ||
| 653 | |a TG/DTG | ||
| 653 | |a Xinjiang | ||
| 653 | |a two-phase flow | ||
| 653 | |a model experiment | ||
| 653 | |a coal particle | ||
| 653 | |a volumetric strain | ||
| 653 | |a failure mode | ||
| 653 | |a land reclamation | ||
| 653 | |a sandstone and mudstone particles | ||
| 653 | |a contiguous seams | ||
| 653 | |a CO2 geological storage | ||
| 653 | |a numerical simulation | ||
| 653 | |a geogrid | ||
| 653 | |a stress relief | ||
| 653 | |a optimum proportioning | ||
| 653 | |a roadside backfill body (RBB) | ||
| 653 | |a pervious concrete | ||
| 653 | |a mudstone | ||
| 653 | |a hydraulic fracture network | ||
| 653 | |a grouted sand | ||
| 653 | |a fractal pore characteristics | ||
| 653 | |a refraction law | ||
| 653 | |a segmented rheological model | ||
| 653 | |a ductile failure | ||
| 653 | |a heterogeneity | ||
| 653 | |a flow law | ||
| 653 | |a fracture closure | ||
| 653 | |a coal measures sandstone | ||
| 653 | |a tight sandstone gas reservoirs | ||
| 653 | |a gob behaviors | ||
| 653 | |a water-dripping roadway | ||
| 653 | |a creep characteristics | ||
| 653 | |a internal erosion | ||
| 653 | |a warning levels of fault water inrush | ||
| 653 | |a hydraulic aperture | ||
| 653 | |a bolt support | ||
| 653 | |a discontinuous natural fracture | ||
| 653 | |a microscopic morphology | ||
| 653 | |a critical hydraulic gradient | ||
| 653 | |a mixed mode fracture resistance | ||
| 653 | |a differential settlement | ||
| 653 | |a alternate strata | ||
| 653 | |a finite element method | ||
| 653 | |a crushing ratio | ||
| 653 | |a chloride | ||
| 653 | |a glauberite cavern for storing oil & | ||
| 653 | |a macroscopic mechanical behaviors | ||
| 653 | |a collision angle | ||
| 653 | |a adsorption performance | ||
| 653 | |a failure mechanism | ||
| 653 | |a mechanical properties | ||
| 653 | |a transmissivity | ||
| 653 | |a damage evolution | ||
| 653 | |a gas fracturing | ||
| 653 | |a multitude parameters | ||
| 653 | |a deviatoric stress | ||
| 653 | |a Jiaohe | ||
| 653 | |a coal | ||
| 653 | |a soil properties | ||
| 653 | |a acoustic emission | ||
| 653 | |a pore structure | ||
| 653 | |a grouting experiment | ||
| 653 | |a concrete | ||
| 653 | |a confining pressures | ||
| 653 | |a green mining | ||
| 653 | |a gas drainage | ||
| 653 | |a fluid viscosity | ||
| 653 | |a compression deformation | ||
| 653 | |a Unsaturation | ||
| 653 | |a adsorption-desorption | ||
| 653 | |a seepage-creep | ||
| 653 | |a constitutive model | ||
| 653 | |a soil particle size | ||
| 653 | |a Pseudo Steady-State (PPS) constant | ||
| 653 | |a soil-structure interface | ||
| 653 | |a debris flow | ||
| 653 | |a fracture grouting | ||
| 653 | |a initial settlement position | ||
| 653 | |a regression equation | ||
| 653 | |a electrical potential | ||
| 653 | |a secondary fracture | ||
| 653 | |a surrounding rock | ||
| 653 | |a solid backfill coal mining | ||
| 653 | |a time variation | ||
| 653 | |a excess pore-pressures | ||
| 653 | |a finite-conductivity fracture | ||
| 653 | |a permeability characteristics | ||
| 653 | |a rainfall-unstable soil coupling mechanism(R-USCM) | ||
| 653 | |a shaft lining | ||
| 856 | 4 | 0 | |a www.oapen.org |u https://mdpi.com/books/pdfview/book/1625 |7 0 |z Get Fullteks |
| 856 | 4 | 0 | |a www.oapen.org |u https://directory.doabooks.org/handle/20.500.12854/47777 |7 0 |z DOAB: description of the publication |