Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Experimental Testing and Constitutive Modelling of Pavement Materials
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
Experimental Testing and Constitutive Modelling of Pavement Materials
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
Experimental Testing and Constitutive Modelling of Pavement Materials
Liu, Xueyan (Herausgeber:in) / Wang, Linbing (Herausgeber:in) / You, Zhanping (Herausgeber:in) / Zhang, Yuqing (Herausgeber:in) / Zhou, Changhong (Herausgeber:in)
2023
1 Online-Ressource (430 p.)
Buch
Elektronische Ressource
Unbekannt
computed tomography (CT) , lignin fiber , History of engineering & technology , calcium alginate capsules , packaging optimization , wax warm mix asphalt , texture index , finite element analysis , road engineering , aging property , molecular dynamics , 2S2P1D model , high temperature stability , reclaimed asphalt pavement (RAP) , Mechanistic-Empirical creep model , environmental scanning electron microscope , water film , discrete element method , digital image processing (DIP) , embedded sensor , shear stress , bridge deck pavement , desulfurized rubber , large-size graded crushed stone , damage evolution , long-term stability , performance , dynamic response , n/a , emulsified asphalt , Burgers’ model , fatigue life , Rollpave pavement , critical load , self-healing asphalt , sand accumulation conditions , hexagonal close-packed structure , crack initiation and propagation , image process , burgers model , FTIR , matric suction , fractional rheology theory , slab thickness , air-void characteristics , viscoelasticity , Fourier transform infrared spectroscopy , modeling theories , SBS , carbon fiber , wet-process tuff silt powder , British Pendulum Number (BPN) , granular material , CR/SBS modified asphalt , adhesive material , fatigue model , gradation analysis , pavement materials , combined healing system , moisture susceptibility , rice husk ash , asphalt pavement , microstructure , fractal dimension , shakedown theory , partial tire aquaplane conditions , contact angle test , Havriliak-Negami (HN) model , vertical contact force , rheological behavior , skid resistance , compressive creep , induction heating , stabilized soil , cracking resistance , multiple stress creep recovery , airfield , cumulative axial strain , rheological properties , cold in-place recycling , RPC , rheology , polymer additive , rutting damage , 3D reconstruction , concrete pavement , warm-mix asphalt (WMA) , Technology: general issues , mechanical properties , asphalt concrete , pavement textures , pull-off test , mesostructure , cyclic rotating axial compression , basalt fiber , asphalt binder , improvement method , Prony series , soft soil , continuous relaxation and retardation spectra , interlayer bond strength , Computed Tomography , asphalt mastic , adhesion work , asphalt mixture , tire-pavement friction , three-point bending test , crack resistance
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