Pages that link to "Item:Q393787"
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The following pages link to Microstructure modeling of rate-dependent fracture behavior in bituminous paving mixtures (Q393787):
Displaying 11 items.
- Physical and mechanical moisture susceptibility of asphaltic mixtures (Q837255) (← links)
- Discrete fracture modeling of asphalt concrete (Q837792) (← links)
- A two-way coupled multiscale model for predicting damage-associated performance of asphaltic roadways (Q1934509) (← links)
- Micromechanics-based analysis for predicting asphalt concrete modulus (Q1956404) (← links)
- A triaxial linear viscoelastic characterization framework for asphalt concrete based on the 2S2P1D model (Q2063434) (← links)
- Phase-field fracture incorporating cohesive adhesion failure mechanisms within the representative crack element framework (Q2138698) (← links)
- Experimental study for the formulation of a fractal principle for the valuation of the mechanical properties of the binder layers and as a basis of a flexible paving (Q2704117) (← links)
- Micromechanical viscoelasto-plastic models and finite element implementation for rate-independent and rate-dependent permanent deformation of stone-based materials (Q2854914) (← links)
- Aggregate gradation design of asphalt mixture with stone-to-stone contact based on fuller’s model (Q3016915) (← links)
- Simulation of Mastic Erosion from Open-Graded Asphalt Mixes Using a Hybrid Lagrangian-Eulerian Finite Element Approach (Q3117403) (← links)
- A micromechanical finite element model for linear and damage-coupled viscoelastic behaviour of asphalt mixture (Q3160798) (← links)
