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Fluid Flow in Fractured Porous Media . Volume 1
Fluid Flow in Fractured Porous Media . Volume 1
Autore Liu Richeng
Pubbl/distr/stampa MDPI - Multidisciplinary Digital Publishing Institute, 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 3-03921-424-1
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910367755903321
Liu Richeng  
MDPI - Multidisciplinary Digital Publishing Institute, 2019
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Fluid Flow in Fractured Porous Media . Volume 2
Fluid Flow in Fractured Porous Media . Volume 2
Autore Liu Richeng
Pubbl/distr/stampa MDPI - Multidisciplinary Digital Publishing Institute, 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 3-03921-474-8
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910367755803321
Liu Richeng  
MDPI - Multidisciplinary Digital Publishing Institute, 2019
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Testing of Materials and Elements in Civil Engineering . Volume 2
Testing of Materials and Elements in Civil Engineering . Volume 2
Pubbl/distr/stampa Basel, Switzerland : , : MDPI - Multidisciplinary Digital Publishing Institute, , 2021
Descrizione fisica 1 electronic resource (578 pages)
Soggetto topico Technology
Soggetto non controllato rock bolt
grouting quality
dynamic response
natural frequency
finite element method
monitoring
historical masonry wall
hygrothermal processes
internal insulation
testing of building materials
test uncertainty
validation of test methods
sustainable test methods
recycling
foamed asphalt mixtures with cement (FAC)
base layer
reclaimed asphalt pavement (RAP)
fatigue durability
GFRP
FRP reinforcement
shear
capacity
reinforced concrete beams
column
stiffness
FRCM
PBO mesh
PBO–FRCM
carpentry joints
scarf and splice joints
stop-splayed scarf joints (‘bolt of lightning’)
static behaviour
experimental research
concrete
non-destructive testing
ultrasounds
ultrasonic tomography
acoustic methods
defects
diagnostic
detection
convolutional neural networks
transfer learning
monitoring FBG
power transmission tower
civil engineering
X-ray microtomography
microstructure characteristics
infiltration damage
high-strength concrete
steel fibres
flexural tensile strength
fracture energy
numerical analysis
concrete floors
compressive strength
strength distribution
industrial floors
ultrasound tests
ventilated facades
large-scale facade model
fire safety
fiber cement board
large-slab ceramic tile
plasterboards
moisture content
hydration processes
mechanical properties
ultrasound measurements
ESD resin
expansion joint
quasi-plastic material
energy absorption
asphalt mix
compaction index
volumetric parameters
stiffness modulus
moisture resistance
roughness
texture
close-range photogrammetry
bond strength
random field generation
semivariograms
hybrid truss bridge
steel–concrete connection joint
mechanical behavior
failure mode
strain
static test
static elastic modulus
dynamic elastic modulus
machine learning
P-wave
S-wave
resonance frequency test
nondestructive method
Al–Ti laminate
fracture
acoustic emission diagnostic
pattern recognition
clustering AE signal
storage systems
tab connector
flexural test
capable design moment
restrained ring test
autogenous shrinkage cracking
concrete cracking test
concrete shrinkage cracking test
restrined ring calibration
cement–fiber boards
acoustic emission method
k-means algorithm
wavelet analysis
fiber composites
ground penetrating radar (GPR)
HMA dielectric constant
road pavement thickness estimation
early age concrete
damage processes detection before loading
strength of structures
aggregate
classification
wire mesh
roundness
tilting angle
opening size
concrete centrifugation
morphology
image processing
porosity
cement
waste paper sludge ash (WPSA)
controlled low-strength material (CLSM)
unconfined compressive strength
bearing capacity
backfill material
P-wave velocity
amplitude attenuation
resistivity
CT scan
sandstone
damage variable
nuclear magnetic resonance
spin-lattice relaxometry
proton
hydration kinetics
superplasticizer
ready-mixed concrete
construction material
quality assessment
conformity criteria
statistical-fuzzy method
FRTP
rivet
connection
polyethylene pipe
mechanical properties of polyethylene
resistance strain
computer simulation
residual shear stress
particle crushing
ring shear test
particle flow code (PFC2D)
frictional work
fibre-reinforced concrete
recycled steel fibres
micro-computed tomography
scanning electron microscopy
tensile strength
reinforced concrete
diagnostic testing
corrosion
carbonation
galvanostatic pulse method
phase composition analysis
X-ray analysis
thermal analysis
quasi-brittle cement composites
low-module polypropylene fibres
elastic range
digital image correlation
Arcan shear test
wood
orthotropic shear modulus
elastic-plastic material
shear wave velocity
sand
bender elements test
grain-size characteristics
complex modulus
shrinkage analysis
reclaimed asphalt
mineral–cement emulsion mixtures
cement dusty by-products (UCPPs)
degradation of glass panels
effective area ratio
relative mass loss
visible light transmittance
windblown sand
wood-plastic composites
methods of testing resistance to fungi
methods of assessment
ground-penetrating radar (GPR)
non-destructive techniques (NDT)
corrosion of reinforcement
slip resistance
granite floor
slip resistance value
ramp test
acceptance angle
sliding friction coefficient
comparability of test methods
wall temperature
fibre bragg grating sensors
freeze-thaw cycles
signal analysis
short-time Fourier transform
fast Fourier transform
brine
sodium chloride
X-ray
partition walls
brick walls
bending strength
cracking
post-tension
cable
girder
destructive test
non-destructive test
structural health monitoring
safety
monitoring fibre Bragg grating
mining areas
strain/stress distribution
geopolymer concrete
fly-ash
bottom-ash
neural network
sustainability
industrial waste management
flexural strength
cladding
AE acoustic emission
micro-events
sound spectrum
traditional and quasi-brittle cement composites
residual-state creep
saturation front
landslides
erosional stability
laboratory testing
grout mixtures
groundwater
test apparatus
testing
building materials
elements
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910557365603321
Basel, Switzerland : , : MDPI - Multidisciplinary Digital Publishing Institute, , 2021
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Testing of Materials and Elements in Civil Engineering . Volume 1
Testing of Materials and Elements in Civil Engineering . Volume 1
Pubbl/distr/stampa Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021
Descrizione fisica 1 electronic resource (510 pages)
Soggetto topico Technology
Soggetto non controllato rock bolt
grouting quality
dynamic response
natural frequency
finite element method
monitoring
historical masonry wall
hygrothermal processes
internal insulation
testing of building materials
test uncertainty
validation of test methods
sustainable test methods
recycling
foamed asphalt mixtures with cement (FAC)
base layer
reclaimed asphalt pavement (RAP)
fatigue durability
GFRP
FRP reinforcement
shear
capacity
reinforced concrete beams
column
stiffness
FRCM
PBO mesh
PBO–FRCM
carpentry joints
scarf and splice joints
stop-splayed scarf joints (‘bolt of lightning’)
static behaviour
experimental research
concrete
non-destructive testing
ultrasounds
ultrasonic tomography
acoustic methods
defects
diagnostic
detection
convolutional neural networks
transfer learning
monitoring FBG
power transmission tower
civil engineering
X-ray microtomography
microstructure characteristics
infiltration damage
high-strength concrete
steel fibres
flexural tensile strength
fracture energy
numerical analysis
concrete floors
compressive strength
strength distribution
industrial floors
ultrasound tests
ventilated facades
large-scale facade model
fire safety
fiber cement board
large-slab ceramic tile
plasterboards
moisture content
hydration processes
mechanical properties
ultrasound measurements
ESD resin
expansion joint
quasi-plastic material
energy absorption
asphalt mix
compaction index
volumetric parameters
stiffness modulus
moisture resistance
roughness
texture
close-range photogrammetry
bond strength
random field generation
semivariograms
hybrid truss bridge
steel–concrete connection joint
mechanical behavior
failure mode
strain
static test
static elastic modulus
dynamic elastic modulus
machine learning
P-wave
S-wave
resonance frequency test
nondestructive method
Al–Ti laminate
fracture
acoustic emission diagnostic
pattern recognition
clustering AE signal
storage systems
tab connector
flexural test
capable design moment
restrained ring test
autogenous shrinkage cracking
concrete cracking test
concrete shrinkage cracking test
restrined ring calibration
cement–fiber boards
acoustic emission method
k-means algorithm
wavelet analysis
fiber composites
ground penetrating radar (GPR)
HMA dielectric constant
road pavement thickness estimation
early age concrete
damage processes detection before loading
strength of structures
aggregate
classification
wire mesh
roundness
tilting angle
opening size
concrete centrifugation
morphology
image processing
porosity
cement
waste paper sludge ash (WPSA)
controlled low-strength material (CLSM)
unconfined compressive strength
bearing capacity
backfill material
P-wave velocity
amplitude attenuation
resistivity
CT scan
sandstone
damage variable
nuclear magnetic resonance
spin-lattice relaxometry
proton
hydration kinetics
superplasticizer
ready-mixed concrete
construction material
quality assessment
conformity criteria
statistical-fuzzy method
FRTP
rivet
connection
polyethylene pipe
mechanical properties of polyethylene
resistance strain
computer simulation
residual shear stress
particle crushing
ring shear test
particle flow code (PFC2D)
frictional work
fibre-reinforced concrete
recycled steel fibres
micro-computed tomography
scanning electron microscopy
tensile strength
reinforced concrete
diagnostic testing
corrosion
carbonation
galvanostatic pulse method
phase composition analysis
X-ray analysis
thermal analysis
quasi-brittle cement composites
low-module polypropylene fibres
elastic range
digital image correlation
Arcan shear test
wood
orthotropic shear modulus
elastic-plastic material
shear wave velocity
sand
bender elements test
grain-size characteristics
complex modulus
shrinkage analysis
reclaimed asphalt
mineral–cement emulsion mixtures
cement dusty by-products (UCPPs)
degradation of glass panels
effective area ratio
relative mass loss
visible light transmittance
windblown sand
wood-plastic composites
methods of testing resistance to fungi
methods of assessment
ground-penetrating radar (GPR)
non-destructive techniques (NDT)
corrosion of reinforcement
slip resistance
granite floor
slip resistance value
ramp test
acceptance angle
sliding friction coefficient
comparability of test methods
wall temperature
fibre bragg grating sensors
freeze-thaw cycles
signal analysis
short-time Fourier transform
fast Fourier transform
brine
sodium chloride
X-ray
partition walls
brick walls
bending strength
cracking
post-tension
cable
girder
destructive test
non-destructive test
structural health monitoring
safety
monitoring fibre Bragg grating
mining areas
strain/stress distribution
geopolymer concrete
fly-ash
bottom-ash
neural network
sustainability
industrial waste management
flexural strength
cladding
AE acoustic emission
micro-events
sound spectrum
traditional and quasi-brittle cement composites
residual-state creep
saturation front
landslides
erosional stability
laboratory testing
grout mixtures
groundwater
test apparatus
testing
building materials
elements
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910557719003321
Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui