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Fatigue tolerance of aged asphalt binders modified with softeners
Javier J.García Mainieri
, Punit Singhvi
, Hasan Ozer
, Brajendra Kumar Sharma
,
Imad L. Al-Qadi
Illinois Sustainable Technology Center
Civil and Environmental Engineering
Grainger College of Engineering
Center for South Asian and Middle Eastern Studies
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:
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Dive into the research topics of 'Fatigue tolerance of aged asphalt binders modified with softeners'. Together they form a unique fingerprint.
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Keyphrases
Binder
100%
Softener
100%
Aged Asphalt Binder
100%
Peak Shear Stress
50%
Linear Amplitude Sweep
50%
Complex Shear Modulus
25%
Aging Effect
25%
Stress Failure
25%
Inconsistent Results
25%
Fatigue Crack
25%
Extended Life
25%
Chemical Characteristics
25%
Rheological Characteristics
25%
Asphalt Binder
25%
Asphalt Concrete Pavement
25%
Aging Condition
25%
Heavy Traffic
25%
Complex Stress State
25%
Traffic Loading
25%
AASHTO
25%
Parameter D
25%
Binder Performance
25%
Modified Binder
25%
Soft Asphalt
25%
State Pattern
25%
Damage Characteristics
25%
Performance at Low Temperature
25%
High-temperature Performance
25%
Recycled Asphalt Materials
25%
Failure Pattern
25%
G Peak
25%
Linear Amplitude Sweep Test
25%
Engineering
Asphalt Binder
100%
Aged Asphalt
100%
Softener
100%
Fatigue Tolerance
100%
Concrete Pavements
50%
Low-Temperature
50%
Complex Shear Modulus
50%
Complex Stress State
50%
Asphalt Material
50%
Modified Binder
50%
Linear Amplitude Sweep Test
50%
Asphalt Concrete
50%