Waste Materials in Hot Mix Asphalt — An Overview

2009 ◽  
pp. 3-3-14 ◽  
Author(s):  
PS Kandhal
2005 ◽  
Vol 2005 (1) ◽  
pp. 398-414
Author(s):  
C. F. Gause ◽  
◽  
R.W. Nairn ◽  
M. Zaman

2007 ◽  
Vol 35 (5) ◽  
pp. 1113-1127
Author(s):  
Ayman M. Othman ◽  
Hassan Y. Ahmed

2014 ◽  
Vol 2014 ◽  
pp. 1-21 ◽  
Author(s):  
Nuha Salim Mashaan ◽  
Asim Hassan Ali ◽  
Mohamed Rehan Karim ◽  
Mahrez Abdelaziz

An immense problem affecting environmental pollution is the increase of waste tyre vehicles. In an attempt to decrease the magnitude of this issue, crumb rubber modifier (CRM) obtained from waste tyre rubber has gained interest in asphalt reinforcement. The use of crumb rubber in the reinforcement of asphalt is considered as a smart solution for sustainable development by reusing waste materials, and it is believed that crumb rubber modifier (CRM) could be an alternative polymer material in improving hot mix asphalt performance properties. In this paper, a critical review on the use of crumb rubber in reinforcement of asphalt pavement will be presented and discussed. It will also include a review on the effects of CRM on the stiffness, rutting, and fatigue resistance of road pavement construction.


2016 ◽  
Vol 18 (3) ◽  
pp. 713-729 ◽  
Author(s):  
Mahyar Arabani ◽  
Seyed Amid Tahami ◽  
Mohammad Taghipoor

2018 ◽  
Vol 38 (1) ◽  
pp. 60-66 ◽  
Author(s):  
Miguel Ángel Salas ◽  
Heriberto Pérez-Acebo ◽  
Verónica Calderón ◽  
Hernán Gonzalo-Orden

A wide variety of modifiers have been applied to bitumen in order to enhance their properties and performance. Among them, polymers have been mainly used. The aim of this paper is to assess the use of polyurethane foam waste as a bitumen modifier for hot mix asphalts. The polyurethane foam is a by-product of the manufacturing of polyurethane for thermal insulation. From a bitumen with a penetration grade of 50/70, various samples with percentages of waste material in weight ranging from 1% to 5% were produced and tested. Samples with 5% of waste material or more became rough and were refused due to their poor workability. A bituminous mixture with modified bitumen with a 4% of polyurethane was manufactured and compared with a sample with the same aggregates and original bitumen. Results in Marshall test showed that a mix with polymer modified bitumen yielded improvements in stability and a lower deformability. This result suggests that the employment of polyurethane foam waste is a promising bitumen modifier, contributing also to recycle waste materials.


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