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230811 ||| eng |
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|a 9783036570556
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|a 9783036570549
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|a books978-3-0365-7055-6
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| 100 |
1 |
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|a Sun, Yifei
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| 245 |
0 |
0 |
|a Fractal and Fractional in Geomaterials
|h Elektronische Ressource
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| 260 |
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|a Basel
|b MDPI - Multidisciplinary Digital Publishing Institute
|c 2023
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| 300 |
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|a 1 electronic resource (262 p.)
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| 653 |
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|a air-entry value
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| 653 |
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|a particle image velocimetry
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|a cyclic loads
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|a model
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|a discrete element method
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| 653 |
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|a fractional plasticity
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| 653 |
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|a cumulative strain
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| 653 |
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|a fractal entropy
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| 653 |
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|a quartz sand
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| 653 |
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|a NMR
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| 653 |
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|a pore structure
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| 653 |
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|a n/a
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| 653 |
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|a abstract interval
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| 653 |
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|a saturated permeability coefficient
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| 653 |
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|a maximum pore
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| 653 |
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|a artificial ground freezing
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| 653 |
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|a particle size distribution
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| 653 |
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|a pore size distribution
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| 653 |
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|a critical state
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| 653 |
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|a pile-soil interaction
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| 653 |
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|a PSD evolution
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| 653 |
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|a discrete element model
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| 653 |
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|a nuclear magnetic resonance
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| 653 |
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|a resonant column
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| 653 |
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|a frozen-thawed soft clay
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| 653 |
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|a History of engineering & technology / bicssc
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| 653 |
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|a soil-structure interaction
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| 653 |
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|a shear characteristic
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| 653 |
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|a scale effect
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| 653 |
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|a ballast
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| 653 |
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|a laterally loaded piles
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| 653 |
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|a porosity
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| 653 |
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|a fractional advection-dispersion equation
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| 653 |
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|a maximum shear modulus
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| 653 |
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|a deformation conditions
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| 653 |
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|a Technology: general issues / bicssc
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| 653 |
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|a fractal dimension
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| 653 |
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|a solute transport
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| 653 |
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|a soft soil
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| 653 |
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|a Hostun sand
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| 653 |
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|a fractional diffusion equation
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| 653 |
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|a hydraulic coefficient
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| 653 |
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|a particle distribution
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| 653 |
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|a soil-rock mixture
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| 653 |
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|a unsaturated soil
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| 653 |
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|a fractal characteristics
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| 653 |
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|a relative density
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| 653 |
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|a relative permeability coefficient
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| 653 |
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|a particle breakage
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| 653 |
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|a comprehensive proportionality constant
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| 653 |
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|a concrete-rock ITZ
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| 653 |
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|a equivalent granular void ratio
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| 653 |
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|a fines content
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| 653 |
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|a anisotropic stress
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| 653 |
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|a fractal theory
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| 653 |
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|a granular materials
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| 653 |
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|a random field
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| 653 |
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|a calcareous sand
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| 653 |
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|a void ratio
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| 653 |
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|a grading curve
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| 653 |
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|a fractional derivative
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| 653 |
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|a cyclic loading
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| 653 |
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|a hydraulic gradient
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| 653 |
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|a permeability
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| 653 |
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|a effective particle diameter
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| 653 |
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|a grain size
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| 653 |
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|a microstructure
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| 653 |
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|a model tests
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| 653 |
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|a SEM
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| 653 |
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|a hydraulic conductivity
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| 653 |
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|a porous media
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| 700 |
1 |
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|a Chen, Cheng
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| 700 |
1 |
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|a Goudarzy, Meisam
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| 700 |
1 |
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|a Sun, Yifei
|
| 041 |
0 |
7 |
|a eng
|2 ISO 639-2
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| 989 |
|
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|b DOAB
|a Directory of Open Access Books
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| 500 |
|
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|a Creative Commons (cc), https://creativecommons.org/licenses/by/4.0/
|
| 024 |
8 |
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|a 10.3390/books978-3-0365-7055-6
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| 856 |
4 |
0 |
|u https://www.mdpi.com/books/pdfview/book/7249
|7 0
|x Verlag
|3 Volltext
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| 856 |
4 |
2 |
|u https://directory.doabooks.org/handle/20.500.12854/100787
|z DOAB: description of the publication
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| 082 |
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|a 900
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| 082 |
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|a 576
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|a 333
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|a 380
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|a 700
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|a 600
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|a 620
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|a 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 fractional mechanics for geomaterial with local/nonlocal deformation, anomalous diffusion and conduction phenomena, among others.
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