ALBERT

Keywords: TA1-2040 ; T1-995 ; 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 ; thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues::TBX History of engineering and technology

Keywords: TA1-2040 ; T1-995 ; 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 ; thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues::TBX History of engineering and technology