Search alternatives:
point decrease » point increase (Expand Search)
ng decrease » nn decrease (Expand Search), _ decrease (Expand Search), gy decreased (Expand Search)
we decrease » _ decrease (Expand Search), nn decrease (Expand Search), mean decrease (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
a point » _ point (Expand Search), 5 point (Expand Search), _ points (Expand Search)
point decrease » point increase (Expand Search)
ng decrease » nn decrease (Expand Search), _ decrease (Expand Search), gy decreased (Expand Search)
we decrease » _ decrease (Expand Search), nn decrease (Expand Search), mean decrease (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
a point » _ point (Expand Search), 5 point (Expand Search), _ points (Expand Search)
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6521
Molecular structure of aged asphalt binder.
Published 2025“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
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6522
Rutting factor and phase angle at 120°C.
Published 2025“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
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6523
Test members’ deflection curve.
Published 2023“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”
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6524
Simulation results of group M and N components.
Published 2023“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”
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6525
Shows the member’s information details.
Published 2023“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”
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6526
Simulation results of group H and G components.
Published 2023“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”
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6527
Density variation in the dynamics simulation.
Published 2025“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
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6528
Molecular structure of virgin asphalt binder.
Published 2025“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
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6529
Member design drawing (unit: mm).
Published 2023“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”
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6530
Amorphous cell model of virgin asphalt binder.
Published 2025“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
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6531
Molecular structure of virgin asphalt binder.
Published 2025“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
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6532
Axial compression ratio of members.
Published 2023“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”
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6533
Amorphous cell model of aged asphalt binder.
Published 2025“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
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6534
Axial force loading surface.
Published 2023“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”
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6535
Molecular model of bio-oil rejuvenator of BR-1.
Published 2025“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
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6536
Molecular structure of aged asphalt binder.
Published 2025“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
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6537
Deflection time history curve.
Published 2023“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”
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6538
Effect of simulation time on degree of blending.
Published 2025“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
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6539
Molecular model of bio-oil rejuvenator 0f BR-5.
Published 2025“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
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6540