A laboratory study on stone matrix asphalt using ground tire rubber

2007 ◽  
Vol 21 (5) ◽  
pp. 1027-1033 ◽  
Author(s):  
Chui-Te Chiu ◽  
Li-Cheng Lu
Keyword(s):  
Laboratory Study ◽  
Tire Rubber ◽  
Ground Tire Rubber ◽  
Stone Matrix Asphalt ◽  
Stone Matrix

scholarly journals Investigating the Effect of Anti Stripping Agents (ASAs) on Fatigue and Rutting Properties of Stone Matrix Asphalt (SMA) Mixtures Modified by Ground Tire Rubber (GTR) and Waste Polyethylene Terephthalate (PET)

2020 ◽  
Author(s):  
Alireza Ameli ◽  
Javad Maher ◽  
Amir Mosavi ◽  
Narjes Nabipour ◽  
Rezvan Babagoli ◽  
...  
Keyword(s):  
Tensile Strength ◽  
Fatigue Life ◽  
Polyethylene Terephthalate ◽  
Resilient Modulus ◽  
Tire Rubber ◽  
Ground Tire Rubber ◽  
Rutting Resistance ◽  
Stone Matrix Asphalt ◽  
Waste Polyethylene ◽  
Stone Matrix

The current study assessed the influence of Anti Stripping Agents (ASA), Ground Tire Rubber (GTR) and waste polyethylene terephthalate (PET) on performance behavior of binder and Stone Matrix Asphalt (SMA) mixtures. Through this paper, the 85/100 penetration grade bitumen was utilized as original bitumen. Also, three liquid ASA’s (ASA (A), ASA (B), ASA (C)) were used as a mixture modifier. For this purpose, softening point, penetration, rotational viscosity, Dynamic Shear Rheometer, Multi Stress Creep Recovery (MSCR) and Linear Amplitude Sweep (LAS) tests were implemented to investigate the rheological properties of modified bitumen. For evaluating the behavior of modified mixtures several tests such as; Resilient Modulus, Tensile Strength, dynamic creep, wheel track and four-point beam fatigue tests were implemented. Based on MSCR test results, utilization of mentioned polymers enhanced the elasticity of bitumens and therefore the permanent deformation resistance of binders increases. Also by the addition of PET percentage, the rutting resistance improves. Results indicated that utilization of ASAs, PET and Crumb Rubber (CR) enhance the Resilient Modulus (Mr), Indirect Tensile Strength (ITS), rutting resistance, fatigue life and Fracture Energy (FE) of asphalt mixtures. Also based on results, modification of binder by PET/CR with a ratio of 50%/50% and ASA (B) have the highest fatigue life which indicates that this mixture has highest resistance against fatigue cracking.

scholarly journals Evaluation of the Influence of Antistripping Agents on Water Sensitivity of the Stone Matrix Asphalt Mixture Modified by Recycled Ground Tire Rubber and Waste Polyethylene Terephthalate

2021 ◽  
Vol 2021 ◽  
pp. 1-18
Author(s):  
Alireza Ameli ◽  
Rezvan Babagoli
Keyword(s):  
Tensile Strength ◽  
Fracture Energy ◽  
Polyethylene Terephthalate ◽  
Resilient Modulus ◽  
Tire Rubber ◽  
Ground Tire Rubber ◽  
Stone Matrix Asphalt ◽  
Water Sensitivity ◽  
Waste Polyethylene ◽  
Stone Matrix

This research intends to evaluate the effects of the waste polyethylene terephthalate (PET), antistripping agents (ASA), and ground tire rubber (GTR) on the performance properties of the stone matrix asphalt (SMA) mix binder/water damage resistance. Liquid antistripping agents, added to 85/100 penetration grade binder to evaluate the ASA effects, were A (M500), B (EvothermM1), and C (LOF-6500). Tests conducted to study the modified bitumen’s rheological properties included softening point, penetration, rotational viscosity (RV), and dynamic shear rheometer (DSR), and tests performed in order to examine the moisture sensitivity of the modified mix were the Texas boiling and resilient modulus (MR), fracture energy (FE), and indirect tensile strength (ITS) ratio tests. Results showed that the MR, ITS, and FE of asphalt mixes modified with crumb rubber (CR), ASA, and PET were improved. Adding 50% PET, 50% CR, and ASA (B) led to the highest tensile strength, resilient modulus, and fracture energy ratios showing a perfect water susceptibility of the mentioned mix.

scholarly journals Ground tire rubber filled low-density polyethylene: The effect of particle size

2021 ◽  
Author(s):  
Lóránt Kiss ◽  
Dániel Ábel Simon ◽  
Roland Petrény ◽  
Dávid Kocsis ◽  
Tamás Bárány ◽  
...  
Keyword(s):  
Particle Size ◽  
Low Density Polyethylene ◽  
Low Density ◽  
Tire Rubber ◽  
Ground Tire Rubber ◽  
Effect Of Particle Size
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