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Experimental Testing and Constitutive Modelling of Pavement Materials
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Pavement materials such as asphalt mixtures, granular aggregates, and soils exhibit complex material properties and engineering performance under external loading and environmental conditions. For instance, the asphalt mixture shows highly nonlinear viscoelastic and viscoplastic properties at high temperatures, and it presents fatigue cracking damage and fracture properties at intermediate or low temperatures. Constitutive models based on mechanics theories have been the kernel of performance prediction of pavement infrastructures and materials. They lay down a solid foundation for material selection, design, pavement structural evaluation and maintenance decisions. Advances in mechanics modeling and associated experimental testing for pavement infrastructures and construction materials are emerging constantly, such as nonlinear viscoelasticity, viscoplasticity, fracture, and damage mechanics models. Meanwhile, various numerical modeling technologies are being developed and implemented to solve the multiscale and multiphysical equations. Examples include finite element, discrete element, and micromechanics or molecular dynamics simulations at different dimensions and scales. This reprint provides a unique platform, presenting novel studies and new discoveries in the areas of mechanics, numerical modeling and experimental testing of pavement infrastructures and materials.
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Keywords
- 2S2P1D model
- 3D reconstruction
- adhesion work
- adhesive material
- aging property
- air-void characteristics
- airfield
- asphalt binder
- asphalt concrete
- asphalt mastic
- asphalt mixture
- asphalt pavement
- basalt fiber
- bridge deck pavement
- British Pendulum Number (BPN)
- Burgers model
- Burgers’ model
- calcium alginate capsules
- carbon fiber
- cold in-place recycling
- combined healing system
- compressive creep
- Computed Tomography
- Computed tomography (CT)
- concrete pavement
- contact angle test
- continuous relaxation and retardation spectra
- CR/SBS modified asphalt
- crack initiation and propagation
- crack resistance
- cracking resistance
- critical load
- cumulative axial strain
- cyclic rotating axial compression
- damage evolution
- desulfurized rubber
- digital image processing (DIP)
- discrete element method
- dynamic response
- embedded sensor
- emulsified asphalt
- environmental scanning electron microscope
- fatigue life
- fatigue model
- finite element analysis
- Fourier transform infrared spectroscopy
- fractal dimension
- fractional rheology theory
- FTIR
- gradation analysis
- granular material
- Havriliak-Negami (HN) model
- hexagonal close-packed structure
- high temperature stability
- History of engineering & technology
- image process
- improvement method
- induction heating
- interlayer bond strength
- large-size graded crushed stone
- lignin fiber
- long-term stability
- matric suction
- Mechanical properties
- Mechanistic-Empirical creep model
- mesostructure
- Microstructure
- modeling theories
- moisture susceptibility
- Molecular Dynamics
- multiple stress creep recovery
- n/a
- packaging optimization
- partial tire aquaplane conditions
- pavement materials
- pavement textures
- Performance
- polymer additive
- Prony series
- pull-off test
- reclaimed asphalt pavement (RAP)
- rheological behavior
- rheological properties
- rheology
- rice husk ash
- road engineering
- Rollpave pavement
- RPC
- rutting damage
- sand accumulation conditions
- SBS
- self-healing asphalt
- shakedown theory
- shear stress
- skid resistance
- slab thickness
- soft soil
- stabilized soil
- Technology, engineering, agriculture
- Technology: general issues
- texture index
- three-point bending test
- tire-pavement friction
- vertical contact force
- viscoelasticity
- warm-mix asphalt (WMA)
- water film
- wax warm mix asphalt
- wet-process tuff silt powder
Links
DOI: 10.3390/books978-3-0365-8475-1Editions