Fluid Flow in Fractured Porous Media (Record no. 27663)

MARC details
000 -LEADER
fixed length control field 06079nam a2200121Ia 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 220620s9999||||xx |||||||||||||| ||und||
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Liu, Richeng||Jiang, Yujing
245 #0 - TITLE STATEMENT
Title Fluid Flow in Fractured Porous Media
546 ## - LANGUAGE NOTE
Language note English[eng]
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element 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||water-rock interaction||deterioration||seepage pressure||glutenite||adhesion efficiency||mechanical behavior transition||bedding plane orientation||n/a||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 &amp||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
856 ## - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="https://mdpi.com/books/pdfview/book/1625">https://mdpi.com/books/pdfview/book/1625</a>
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type E-Books
Holdings
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        Kerala University of Digital Sciences, Innovation and Technology Knowledge Centre Kerala University of Digital Sciences, Innovation and Technology Knowledge Centre 20/06/2022   20/06/2022 20/06/2022 E-Books