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210512 ||| eng |
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|a 9783039214242
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020 |
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|a books978-3-03921-424-2
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|a 9783039214235
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100 |
1 |
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|a Liu, Richeng
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245 |
0 |
0 |
|a Fluid Flow in Fractured Porous Media
|h Elektronische Ressource
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260 |
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|b MDPI - Multidisciplinary Digital Publishing Institute
|c 2019
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300 |
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|a 1 electronic resource (578 p.)
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|a hydraulic fracture network
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|a initial settlement position
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|a similar simulation
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|a mixer
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|a debris-resisting barriers
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|a tight sandstone gas reservoirs
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|a failure mode
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|a hard and thick magmatic rocks
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|a initial water contained in sand
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|a ductile failure
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|a coal seams
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|a glutenite
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|a uniaxial compressive strength
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|a pore structure
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|a crack distribution characteristics
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|a cement-silicate grout
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|a compressive stress
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|a soil particle size
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|a brine concentration
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|a dynamic characteristics
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|a rheological deformation
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|a bolt support
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|a XRD
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|a bedding plane orientation
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|a differential settlement
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|a conservative solute
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|a hydro-mechanical coupling
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|a time variation
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|a new cementitious material
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|a segmented grouting
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|a fractured porous medium
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|a conductivity-influence function
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|a microscopic morphology
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|a deterioration
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|a macroscopic mechanical behaviors
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|a lignite
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|a soil properties
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|a impeded drainage boundary
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|a stress relief
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|a refraction law
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|a creep characteristics
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|a normalized conductivity-influence function
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|a non-aqueous phase liquid
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|a unsaturated soil
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|a consolidation process
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|a constant normal stiffness conditions
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|a split grouting
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|a damage
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|a high temperature
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|a soil-structure interface
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|a TG/DTG
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|a gas drainage
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|a permeability characteristics
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|a adsorption/desorption properties
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|a enhanced permeability
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|a dry-wet cycles
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|a mechanical behaviors
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|a coupling model
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|a viscoelastic fluid
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|a damage mechanics
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|a permeability
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|a numerical analysis
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|a temperature
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|a CH4 seepage
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|a confining pressures
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|a relief excavation
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|a hydro-power
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|a crushing ratio
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|a bed separation
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|a Darcy flow
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|a chemical grouts
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|a coal measures sandstone
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|a cyclic heating and cooling
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|a transversely isotropic rocks
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|a damage evolution
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653 |
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|a deformation feature
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|a microstructure characteristics
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653 |
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|a physical and mechanical parameters
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|a particle velocity
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653 |
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|a rheological test
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|a artificial joint rock
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|a strata movement
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|a coal and gas outburst
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653 |
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|a shear-flow coupled test
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653 |
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|a FLAC
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|a water-dripping roadway
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|a n/a
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|a nonlinear flow in fractured porous media
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653 |
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|a coalbed methane (CBM)
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|a roadway deformation
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|a pervious concrete
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|a paste-like slurry
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|a roof-cutting resistance
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653 |
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|a Unsaturation
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|a cohesive soils
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|a mixing
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653 |
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|a multitude parameters
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|a roughness
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|a CO2 geological storage
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|a orthogonal ratio test
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653 |
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|a Pseudo Steady-State (PPS) constant
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653 |
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|a Ordos Basin
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|a deformation
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653 |
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|a concrete
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|a fractured porous rock mass
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653 |
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|a model experiment
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653 |
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|a PPCZ
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|a critical hydraulic gradient
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653 |
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|a fracture criteria
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653 |
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|a management period
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653 |
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|a numerical simulation
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653 |
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|a failure mechanism
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653 |
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|a fluid viscosity
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653 |
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|a seepage
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653 |
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|a fracture grouting
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653 |
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|a debris flow
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653 |
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|a visualization system
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653 |
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|a ground pressure
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653 |
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|a tight sandstones
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653 |
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|a contamination
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653 |
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|a seepage-creep
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653 |
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|a heterogeneity
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653 |
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|a bentonite-sand mixtures
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653 |
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|a mechanical properties
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653 |
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|a green mining
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653 |
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|a nitric acid modification
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653 |
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|a supercritical CO2
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653 |
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|a particle flow modeling
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653 |
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|a numerical model
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653 |
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|a contiguous seams
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653 |
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|a anisotropy
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653 |
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|a adsorption performance
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653 |
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|a SEM
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653 |
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|a segmented rheological model
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653 |
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|a deviatoric stress
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|a grouting experiment
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653 |
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|a loose gangue backfill material
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|a propagation
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|a grading broken gangue
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|a similar-material
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|a two-phase flow
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653 |
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|a gas adsorption
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|a coal-like material
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|a thermal-hydrological-chemical interactions
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|a strength
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653 |
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|a Darcy's law
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653 |
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|a finite element method
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653 |
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|a Xinjiang
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|a elastic modulus
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653 |
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|a hydraulic fracturing
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|a gravel
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653 |
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|a rock fracture
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653 |
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|a acoustic emission
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653 |
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|a gob-side entry retaining (GER)
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653 |
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|a surface characteristics
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653 |
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|a constitutive model
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653 |
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|a seepage pressure
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653 |
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|a collision angle
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653 |
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|a transmissivity
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653 |
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|a fracture propagation
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653 |
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|a numerical calculation
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653 |
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|a oriented perforation
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653 |
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|a laboratory experiment
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653 |
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|a secondary fracture
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653 |
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|a optimum proportioning
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653 |
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|a shaft lining
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653 |
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|a adhesion efficiency
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653 |
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|a pore distribution characteristics
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653 |
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|a movable fluid
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|a fluid-solid coupling theory
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|a flotation
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|a soft coal masses
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|a fractal
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|a cement-based paste discharge
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653 |
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|a scanning electron microscope (SEM) images
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|a excess pore-pressures
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653 |
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|a crack
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653 |
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|a hydraulic fractures
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653 |
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|a fault water inrush
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653 |
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|a disaster-causing mechanism
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653 |
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|a strain-based percolation model
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653 |
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|a gob behaviors
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653 |
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|a geophysical prospecting
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653 |
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|a backfill mining
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653 |
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|a coal particle
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653 |
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|a warning levels of fault water inrush
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653 |
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|a electrical potential
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653 |
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|a gas concentration
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653 |
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|a land reclamation
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653 |
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|a semi-analytical solution
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653 |
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|a CO2 flooding
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653 |
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|a microstructure
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653 |
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|a orthogonal tests
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653 |
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|a pore pressure
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653 |
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|a hydraulic conductivity
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653 |
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|a filtration effects
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653 |
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|a water inrush prevention
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653 |
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|a mixed mode fracture resistance
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653 |
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|a surrounding rock
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653 |
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|a solid backfill coal mining
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653 |
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|a chloride
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653 |
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|a unified pipe-network method
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653 |
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|a tectonically deformed coal
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653 |
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|a floor failure depth
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653 |
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|a discrete element method
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653 |
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|a permeability coefficient
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653 |
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|a forecasting
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653 |
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|a intelligent torque rheometer
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653 |
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|a orthogonal test
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653 |
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|a coupled THM model
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653 |
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|a coal
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653 |
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|a fluid flow in reclaimed soil
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653 |
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|a naturally fracture
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653 |
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|a minerals
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653 |
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|a hydraulic aperture
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653 |
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|a soft filling medium
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653 |
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|a mixed-form formulation
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653 |
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|a finite-conductivity fracture
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653 |
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|a effluents
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|a grouted sand
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653 |
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|a geogrid
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653 |
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|a mine shaft
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653 |
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|a stress interference
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653 |
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|a sandstone
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653 |
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|a volumetric strain
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653 |
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|a rheological limit strain
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653 |
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|a History of engineering and technology / bicssc
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|a seepage control
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653 |
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|a on-site monitoring
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653 |
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|a circular closed reservoir
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653 |
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|a Yellow River Embankment
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653 |
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|a porosity
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653 |
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|a interface
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653 |
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|a alternate strata
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653 |
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|a MIP
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653 |
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|a stabilization
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|a gas
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653 |
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|a goaf
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653 |
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|a propagation pattern
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653 |
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|a glauberite cavern for storing oil &
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653 |
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|a longwall mining
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653 |
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|a cyclic wetting-drying
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653 |
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|a scoops3D
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653 |
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|a gas fracturing
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653 |
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|a micro-CT
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653 |
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|a flow law
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653 |
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|a gas-bearing coal
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653 |
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|a water soaked height
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653 |
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|a fractured rock
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653 |
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|a regression equation
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653 |
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|a mudstone
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653 |
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|a roadside backfill body (RBB)
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|a layered progressive grouting
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653 |
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|a degradation mechanism
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653 |
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|a T-stress
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|a adsorption-desorption
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653 |
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|a effective stress
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653 |
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|a fracture closure
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653 |
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|a sandstone and mudstone particles
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653 |
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|a cohesive element method
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653 |
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|a discontinuous natural fracture
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653 |
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|a high-order
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653 |
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|a reinforcement mechanism
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653 |
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|a rainfall-unstable soil coupling mechanism(R-USCM)
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653 |
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|a internal erosion
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653 |
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|a hydraulic fracture
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653 |
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|a fractal pore characteristics
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653 |
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|a grout penetration
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653 |
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|a slope stability
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653 |
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|a numerical manifold method
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653 |
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|a fracture
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653 |
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|a compression deformation
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653 |
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|a charge separation
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653 |
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|a water-rock interaction
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653 |
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|a rock-soil mechanics
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653 |
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|a enhanced gas recovery
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653 |
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|a high-steep slope
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653 |
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|a mechanical behavior transition
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653 |
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|a grain size of sand
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653 |
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|a limestone roof
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653 |
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|a Jiaohe
|
700 |
1 |
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|a Jiang, Yujing
|
041 |
0 |
7 |
|a eng
|2 ISO 639-2
|
989 |
|
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|b DOAB
|a Directory of Open Access Books
|
500 |
|
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|a Creative Commons (cc), https://creativecommons.org/licenses/by-nc-nd/4.0/
|
028 |
5 |
0 |
|a 10.3390/books978-3-03921-424-2
|
856 |
4 |
2 |
|u https://directory.doabooks.org/handle/20.500.12854/47777
|z DOAB: description of the publication
|
856 |
4 |
0 |
|u https://www.mdpi.com/books/pdfview/book/1625
|7 0
|x Verlag
|3 Volltext
|
082 |
0 |
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|a 414
|
082 |
0 |
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|a 900
|
082 |
0 |
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|a 576
|
082 |
0 |
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|a 700
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082 |
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|a 600
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082 |
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|a 620
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|a 340
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|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.
|