Tridimensional linear viscoelastic properties of bituminous mixtures produced with crumb rubber added by dry process

Author(s):  
Yasmina Mahmoudi ◽  
Salvatore Mangiafico ◽  
Cédric Sauzéat ◽  
Hervé Di Benedetto ◽  
Simon Pouget ◽  
...  
2016 ◽  
Vol 49 (11) ◽  
pp. 4813-4829 ◽  
Author(s):  
Daniel Perraton ◽  
Hervé Di Benedetto ◽  
Cédric Sauzéat ◽  
Bernhard Hofko ◽  
Andrea Graziani ◽  
...  

Author(s):  
Salih Kocak ◽  
M. Emin Kutay

Three major methods are used to produce crumb rubber modified asphalt pavement: the dry process (CRDry), the terminal blend process (CRTB), and the wet process (CRWet). Although the CRDry process replaces the portion of fine aggregate in the asphalt mixture with crumb rubber (CR) particles, the CRWet process incorporates CR particles into hot liquid asphalt before it is mixed with aggregates. CRTB is known as a special type of CRWet process in which the CR is blended with asphalt binder at the asphalt terminal. In general, the CRWet process can integrate 15% to 22% CR by weight of the binder. This amount ranges from 10% to 12% in the CRTB process as a result of the limitations associated with transportation and pumping. This study investigated the feasibility of increasing the CR content of CRTB modified asphalt mixtures. The addition to the mixture of about 0.5% CR (by weight of the mix) through the CRDry process doubled the amount of rubber to be found in a conventional CRTB mix. The relative performances of the CRTB and the CRTB+CRDry processes [i.e., crumb rubber hybrid (CRHY)] were investigated with respect to their linear viscoelastic properties, rutting susceptibility, moisture damage, resistance to fatigue, and low temperature cracking. It was shown that it was possible to increase the amount of CR in the mixture through the use of the CRHY method proposed here, without adverse effect on the performance of the mixture.


2021 ◽  
Vol 13 (20) ◽  
pp. 11283
Author(s):  
Christina Makoundou ◽  
Cesare Sangiorgi ◽  
Kenth Johansson ◽  
Viveca Wallqvist

Cyclists, pedestrians and elderly people’s specific needs in urban road infrastructures are often neglected. They rarely benefit from safety measures or innovations. Inspired by playgrounds and aiming to reduce vulnerable road users (VRUs) injuries, the development of the rubber-based Impact-Absorbing Pavements (IAP) offers a possibility to rethink the design of urban pavements and address safety on roads, which constitutes a major challenge in terms of attaining more sustainable, resilient, and safe cities. Therefore, bituminous mixtures with four different crumb rubber contents, 0%, 14%, 28%, and 33% (in total weight), were produced by partial aggregates substitution using the dry process. After the assessment of the geometrical and volumetric properties, the mechanical performances were evaluated. Finally, the samples were tested to measure the abrasion and impact attenuation with the well-known Head Injury Criterion (HIC), at different temperatures from −10 to 40 °C, to obtain a wide range of values referring to possible weather conditions. A significant effect of the rubber percentage and layer thickness on impact attenuation was observed. All observations and results confirm the feasibility of the IAP concept and its positive effect on future injury-prevention applications.


2015 ◽  
Vol 22 (1) ◽  
pp. 65-72 ◽  
Author(s):  
Fernando MORENO-NAVARRO ◽  
Maria Carmen RUBIO-GÁMEZ ◽  
Ana JIMÉNEZ DEL BARCO-CARRIÓN

The use of tire crumb rubber in road engineering as a modifier of bituminous mixes constitutes one of the revalorization techniques for this waste. The main objective of this research consists of analysing the possible fatigue cracking improvements in the performance of bituminous mixtures containing crumb rubber in comparison to bituminous mixtures manufactured with conventional bitumen and bitumen modified with SBS polymers. For this purpose, four different types of mixes with the same mineral skeleton but different bitumens were studied. The test used to evaluate their behaviour was the UGR-FACT with an additional system for taking pictures, which allows controlling the propagation of the cracks at every moment. The results show that the addition of crumb rubber retards the appearance of cracks; however, once it begins, the damage propagation is faster. Therefore, the fatigue cracking life of mixes with crumb rubber seems considerably longer than the fatigue cracking life of those with conventional bitumens. Moreover, in the mixes with crumb rubber added by the dry process, cracks are thinner and less ramified than in the other ones.


2018 ◽  
Vol 30 (11) ◽  
pp. 04018305 ◽  
Author(s):  
Daniel Perraton ◽  
Hervé Di Benedetto ◽  
Cédric Sauzéat ◽  
Quang Tuan Nguyen ◽  
Simon Pouget

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