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Fractal and Fractional in Geomaterials

This reprint focuses on the recent progress on fractal and fractional methods in characterizing the physical and mechanical behaviors of geomaterials. Special attention is given to the fractal laws for contact networks/pore structures in soft and granular soils, numerical and theoretical aspects of...

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Guardat en:
Format: Online
Idioma:anglès
Publicat: MDPI - Multidisciplinary Digital Publishing Institute 2023
Matèries:
nuclear magnetic resonance
pore size distribution
fractal dimension
grain size
calcareous sand
quartz sand
deformation conditions
relative permeability coefficient
air-entry value
void ratio
model
saturated permeability coefficient
maximum pore
comprehensive proportionality constant
fractional derivative
fractional diffusion equation
fractional advection–dispersion equation
solute transport
porous media
soil–structure interaction
fractional plasticity
cyclic loads
soil–rock mixture
fractal theory
particle distribution
scale effect
discrete element model
particle size distribution
critical state
shear characteristic
frozen–thawed soft clay
fractal characteristics
NMR
pore structure
artificial ground freezing
laterally loaded piles
cyclic loading
unsaturated soil
pile–soil interaction
model tests
particle image velocimetry
anisotropic stress
Hostun sand
resonant column
maximum shear modulus
fines content
equivalent granular void ratio
hydraulic gradient
random field
hydraulic conductivity
porosity
concrete–rock ITZ
permeability
granular materials
particle breakage
relative density
grading curve
discrete element method
ballast
PSD evolution
soft soil
SEM
microstructure
cumulative strain
effective particle diameter
fractal entropy
abstract interval
hydraulic coefficient
n/a
thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues
thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues::TBX History of engineering and technology
Accés en línia:ONIX_20230623_9783036570549_19
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