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Impact of Nonrecyclable Plastics on Asphalt Binders and Mixtures
Yusra I. Alhadidi
,
Imad L. Al-Qadi
, Uthman Mohamed Ali
, Javier J. García Mainieri
, Brajendra Kumar Sharma
Civil and Environmental Engineering
Grainger College of Engineering
Center for South Asian and Middle Eastern Studies
Research output
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peer-review
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Engineering
Asphalt Binder
100%
Asphalt Concrete
50%
Asphalt Concrete Mixture
25%
Asphalt Mixture
100%
Binder Content
25%
Binder Type
25%
Complex Modulus
25%
Concrete Mix
50%
Concrete Mixture
100%
Concrete Performance
25%
Control Mix
25%
Dry Process
50%
Dynamic Modulus
50%
Linear Amplitude Sweep Test
25%
Low Density Poly-Ethylene
75%
Moisture Damage
25%
Performance Test
25%
Styrene-Butadiene-Styrene
50%
Sweep Frequency
25%
Ultimate Tensile Strength
25%
Wet Process
75%
Keyphrases
Acrylonitrile Butadiene Styrene
12%
Aggregate Blend
12%
Asphalt Binder
100%
Asphalt Concrete
100%
Asphalt Concrete Performance
12%
Asphalt Mixture
100%
Binder Additive
12%
Binder Content
12%
Binder Type
12%
Complex Modulus
12%
Control Mix
12%
Cracking Potential
25%
Damage Potential
12%
Damage Susceptibility
12%
Double Pump
12%
Drying Process
25%
Dynamic Modulus
25%
Frequency Sweep
12%
Hamburg Wheel Tracking Test
12%
Illinois Flexibility Index Test (I-FIT)
12%
Indirect Tensile Test
12%
Linear Amplitude Sweep Test
12%
Low-density Polyethylene
37%
Modified Asphalt Concrete
25%
Moisture Damage
12%
Moisture Susceptibility
12%
Non-Recyclable
100%
Performance Test
12%
Plastic Accumulation
12%
Polystyrene
37%
Potential Performance
12%
Rutting Potential
12%
Structural Capacity
12%
Styrene-butadiene-styrene Modified Asphalt
12%
Waste Plastics
25%
Wet Process
37%
Material Science
Asphalt
100%
Asphalt Concrete
83%
Concrete Mixture
83%
Density
50%
Polyethylene
50%
Polystyrene
50%
Ultimate Tensile Strength
16%