Fig. 1 Additives used More about this image found in Additives used

Fig. 2 ( a ) Emulsion plant and ( b ) high-shear mixer [ 40 ] More about this image found in ( a ) Emulsion plant and ( b ) high-shear mixer [ 40 ]

Fig. 3 ( a ) Preload in ITFT, ( b ) water saturation, and ( c ) water storage [ 40 ] More about this image found in ( a ) Preload in ITFT, ( b ) water saturation, and ( c ) water storage [ 40...

Fig. 4 ( a ) Measuring geometry, ( b ) DSR, and ( c ) ITFT with specimen More about this image found in ( a ) Measuring geometry, ( b ) DSR, and ( c ) ITFT with specimen

Fig. 5 Schematic representation of fatigue test in controlled-stress mode More about this image found in Schematic representation of fatigue test in controlled-stress mode

Fig. 6 Schematic representation of the transition points and related parameters More about this image found in Schematic representation of the transition points and related parameters

Fig. 7 Schematic representation of the FRTR (ERTB) and intersection points for material A1 [T I,A1 ] and material B1 [T I,B1 ] More about this image found in Schematic representation of the FRTR (ERTB) and intersection points for mat...

Fig. 8 Fatigue relevant temperature range bitumen variants A–F More about this image found in Fatigue relevant temperature range bitumen variants A–F

Fig. 9 Influence of the modifications on the fatigue behavior: ( a ) bitumen and ( b ) asphalt mixture More about this image found in Influence of the modifications on the fatigue behavior: ( a ) bitumen and (...

Fig. 10 Influence of equivalent bitumen rheology on fatigue behavior (asphalt mixtures) More about this image found in Influence of equivalent bitumen rheology on fatigue behavior (asphalt mixtu...

Fig. 11 Influence of preload and water storage (dotted lines) on fatigue behavior for asphalt mixtures More about this image found in Influence of preload and water storage (dotted lines) on fatigue behavior f...

Fig. 12 Influence of aging on fatigue behavior-aged (dotted curves) and unaged (unbroken curves) for asphalt mixtures More about this image found in Influence of aging on fatigue behavior-aged (dotted curves) and unaged (unb...

Fig. 13 Synthesis of all influences on bitumen and asphalt mixtures More about this image found in Synthesis of all influences on bitumen and asphalt mixtures

Fig. 1 Schematic diagrams of the MD tensile tests subjected to high temperature: ( a ) direction of tension and compression tests, ( b ) nanostructured polycrystalline AlCoCrFeNi HEA having unique FCC phase structure based on common neighbor analysis, and ( c ) initial state before tensile loading... More about this image found in Schematic diagrams of the MD tensile tests subjected to high temperature: (...

Fig. 2 Tensile and compressive behavior of nanostructured polycrystalline AlCoCrFeNi HEA at elevated temperatures: ( a ) tensile stress–strain curves, ( b ) compressive stress–strain curves, ( c ) those of yield stress and ultimate strengths (inset: strain at ultimate strength), and ( d ) evolutio... More about this image found in Tensile and compressive behavior of nanostructured polycrystalline AlCoCrFe...

Fig. 3 Phase transformation during tensile and compressive tests at elevated temperatures: ( a ) evolution of percentage fractions for FCC, HCP, BCC, and others at RT, ( b ) that of 300 °C, ( c ) that of 600 °C, ( d ) that of 900 °C, ( e ) that of 1200 °C, and ( f ) tension/compression ratio of de... More about this image found in Phase transformation during tensile and compressive tests at elevated tempe...

Fig. 4 Drop phase (%) of FCC and HCP according to the elevated temperature at the approximated conversion point ( ɛ = 0.05) between the elastic and plastic regimes More about this image found in Drop phase (%) of FCC and HCP according to the elevated temperature at the ...