Comparative evaluation of ageing effects on the properties of regular and highly polymer modified asphalt binders

2021 ◽  
Vol 302 ◽  
pp. 124163
Author(s):  
Carlos Rivera ◽  
Silvia Caro ◽  
Edith Arámbula-Mercado ◽  
Diana B. Sánchez ◽  
Pravat Karki
Keyword(s):  
Comparative Evaluation ◽  
Asphalt Binders ◽  
Modified Asphalt ◽  
Ageing Effects ◽  
Polymer Modified Asphalt

scholarly journals Mechanical Characteristics of Graphene Nanoplatelets-Modified Asphalt Mixes: A Comparison with Polymer- and Not-Modified Asphalt Mixes

Materials ◽  
2021 ◽  
Vol 14 (9) ◽  
pp. 2434
Author(s):  
Laura Moretti ◽  
Nico Fabrizi ◽  
Nicola Fiore ◽  
Antonio D’Andrea
Keyword(s):  
Fatigue Resistance ◽  
Graphene Nanoplatelets ◽  
Asphalt Mixtures ◽  
Asphalt Binders ◽  
Asphalt Mixes ◽  
Modified Asphalt ◽  
Bituminous Mixtures ◽  
Water Sensitivity ◽  
Polymer Modified Asphalt ◽  
Mechanical Performances

In recent years, nanotechnology has sparked an interest in nanomodification of bituminous materials to increase the viscosity of asphalt binders and improves the rutting and fatigue resistance of asphalt mixtures. This paper presents the experimental results of laboratory tests on bituminous mixtures laid on a 1052 m-long test section built in Rome, Italy. Four asphalt mixtures for wearing and binder layer were considered: two polymer modified asphalt concretes (the former modified with the additive Superplast and the latter modified with styrene–butadiene–styrene), a “hard” graphene nanoplatelets (GNPs) modified asphalt concrete and a not-modified mixture. The indirect tensile strength, water sensitivity, stiffness modulus, and fatigue resistance of the mixtures were tested and compared. A statistical analysis based on the results has shown that the mixtures with GNPs have higher mechanical performances than the others: GNP could significantly improve the tested mechanical performances; further studies will be carried out to investigate its effect on rutting and skid resistance.

A critical review of high polymer-modified asphalt binders and mixtures

2018 ◽  
Vol 21 (6) ◽  
pp. 686-702 ◽  
Author(s):  
Jhony Habbouche ◽  
Elie Y. Hajj ◽  
Peter E. Sebaaly ◽  
Murugaiyah Piratheepan
Keyword(s):  
Critical Review ◽  
Asphalt Binders ◽  
High Polymer ◽  
Modified Asphalt ◽  
Polymer Modified Asphalt

Effects of warm mix asphalt additives on performance properties of polymer modified asphalt binders

2010 ◽  
Vol 37 (1) ◽  
pp. 17-24 ◽  
Author(s):  
Hakseo Kim ◽  
Soon-Jae Lee ◽  
Serji N. Amirkhanian
Keyword(s):  
Fatigue Cracking ◽  
Warm Mix Asphalt ◽  
Asphalt Binders ◽  
Rotational Viscometer ◽  
Performance Properties ◽  
Modified Asphalt ◽  
Positive Effects ◽  
Performance Grade ◽  
Low Temperature Cracking ◽  
Polymer Modified Asphalt

This study presents an experimental evaluation for the performance properties of polymer modified asphalt (PMA) binders containing warm mix asphalt (WMA) additives. The PMA binders with the additives were produced using two of the available warm asphalt processes (i.e., Aspha-min and Sasobit) and three PMA binders graded as performance grade (PG) 76-22. The warm PMA binders were artificially short-term and then long-term aged using the rolling thin film oven (RTFO) and pressure aging vessel (PAV) procedures. Superpave binder tests were carried out on the binders through the rotational viscometer (RV), the dynamic shear rheometer (DSR), and the bending beam rheometer (BBR). In general, the results of this research indicated that (1) the addition of the WMA additives into the PMA binders showed positive effects on increasing rutting resistance at high temperature (based on the high failure temperature values from the DSR test); (2) the PMA binders containing the additives were observed to be less resistant to fatigue cracking at intermediate temperatures compared to the control PMA binders (based on the G*sin δ values at 25 °C from the DSR test); and (3) the addition of wax additive represented a possible lower resistance on low temperature cracking (based on the stiffness and the m-value at –12 °C from the BBR test).

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