Pages that link to "Item:Q1956404"
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The following pages link to Micromechanics-based analysis for predicting asphalt concrete modulus (Q1956404):
Displaying 10 items.
- Microstructure modeling of rate-dependent fracture behavior in bituminous paving mixtures (Q393787) (← links)
- Mechanical properties of asphalt pavement structure in highway tunnel (Q415873) (← links)
- Modelling the stability of asphalt concrete with fuzzy logic and statistical methods for various freezing and thawing cycles (Q710377) (← links)
- Physical and mechanical moisture susceptibility of asphaltic mixtures (Q837255) (← links)
- Fuzzy logic and statistical-based modelling of the Marshall stability of asphalt concrete under varying temperatures and exposure times (Q1025362) (← links)
- Elastic-adhesive interface effect on effective elastic moduli of particulate-reinforced asphalt concrete with large deformation (Q1625262) (← links)
- A triaxial linear viscoelastic characterization framework for asphalt concrete based on the 2S2P1D model (Q2063434) (← links)
- A microstructure-based viscoplastic model for asphalt concrete (Q2485960) (← links)
- Aggregate gradation design of asphalt mixture with stone-to-stone contact based on fuller’s model (Q3016915) (← links)
- (Q4787979) (← links)