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Coastal Geohazard and Offshore Geotechnics
Coastal Geohazard and Offshore Geotechnics
Autore Jeng Dong-Sheng
Pubbl/distr/stampa Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021
Descrizione fisica 1 online resource (348 p.)
Soggetto topico Technology: general issues
Soggetto non controllato ambient vibration
artificial neural network (ANN)
bottom-supported foundation
bridge scour
buoyancy
buried pipeline
cable-stayed bridge
coastal-embankment slope
current velocity
damage statistical constitutive model
dense seabed foundation
discrete element simulation
dynamic loading
dynamic responses
FEM
field application
field test
FSSI-CAS 2D
giant submarine landslides
groundwater fluctuation
Himalayan orogeny
hydrate-bearing sediments
hypoplastic model
identification
immersed tunnel
impedances
k-ε model
k-ε turbulence model
lateral cyclic loading
lateral displacement
liquefaction
local radial basis functions collocation method
matric suction
meshfree model
micro-confined aquifer
mode shape
model test
monopile
monopiles
multi-field coupling
multilayered
n/a
natural frequency
numerical analysis
numerical study
offshore deposits
offshore wind turbines
open-ended pile
oscillatory liquefaction
pore pressure
pore-pressure accumulation
porous seabed
Principal stress rotation
pumping well test
rainfall infiltration
random searching algorithm
RANS equations
repeated submarine landslides
resonance of submarine pipeline
response surface method (RSM)
Reynolds-Averaged Navier-Stokesequations
rock-socketed piles
scour
seabed liquefaction
seabed response
seepage flow
seismic dynamics
shelf break
silty sand
soft clay
soil erosion
soil plug
South China Sea
stability
stratum deformation
stress history
submarine pipeline
superstructure
three-phase soil model
trench
unsaturated soil
wave (current)-induced soil response
wave action
wave motion
wave-current-seabed interaction
wave-soil-pipeline interactions
wellbore stability
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910557525203321
Jeng Dong-Sheng  
Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Fluid Flow in Fractured Porous Media: Volume 1 / Yujing Jiang, Richeng Liu
Fluid Flow in Fractured Porous Media: Volume 1 / Yujing Jiang, Richeng Liu
Autore Jiang Yujing
Pubbl/distr/stampa MDPI - Multidisciplinary Digital Publishing Institute, 2019
Descrizione fisica 1 electronic resource (578 p.)
Soggetto topico History of engineering and technology
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 9783039214242
3039214241
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910367755903321
Jiang Yujing  
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 / Yujing Jiang, Richeng Liu
Fluid Flow in Fractured Porous Media: Volume 2 / Yujing Jiang, Richeng Liu
Autore Jiang Yujing
Pubbl/distr/stampa MDPI - Multidisciplinary Digital Publishing Institute, 2019
Descrizione fisica 1 electronic resource (492 p.)
Soggetto topico History of engineering and technology
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 9783039214747
3039214748
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910367755803321
Jiang Yujing  
MDPI - Multidisciplinary Digital Publishing Institute, 2019
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
New Advances in Marine Engineering Geology
New Advances in Marine Engineering Geology
Autore Yang Qing
Pubbl/distr/stampa Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021
Descrizione fisica 1 online resource (258 p.)
Soggetto topico Technology: general issues
Soggetto non controllato aerodynamics
binary packing model
Biot's "u − p" approximation
centrifugal experiment
clay
consolidation theory
constitutive relationship
continental margin
continental slope
coral sand
coral sands
cyclic loads
dispersion
double-frequency microseisms
double-layer foundation
drainage boundary
dredging and reclamation
dynamic response
field application
footprint
Fujian sand
gas distribution
Hardin model
heavy metal
immersed tunnel
interior of sediment
jack-up
large deformation analysis
marine engineering
marine silty sand
marine soft soil
mechanical dispersion
meshfree method
migration
mitigation strategies
model test
molecular diffusion
n/a
novel liquefaction-resistant structures
numerical simulation
ocean waves
physical model test
pile group
pore pressure
porous media
pressure sensing technique
residual pore pressure
sand wave
seafloor instability
sediment liquefaction
seismic liquefaction
shaking table test
skirted footing
slide surface
small-strain stiffness
soft clay
spudcan
suction anchor
the subaqueous Yellow River Delta
VARANS
void ratio-effective stress
void ratio-permeability coefficient
wave
wave-current induced seabed response
wingsail
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910557896803321
Yang Qing  
Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui