Modeling the effects of constituent properties on the mechanical behavior of asphalt mixtures

2014 ◽  
pp. 1365-1374
Author(s):  
Francisco Aragão ◽  
Yong-Rak Kim
2020 ◽  
Vol 2020 ◽  
pp. 1-9
Author(s):  
Andrea Grilli ◽  
Maurizio Bocci ◽  
Amedeo Virgili ◽  
Carla Conti

The development of non‐black asphalt mixtures for surface courses may play a significant role to improve functional, aesthetic and environmental issues of road pavements. Nowadays, the development of clear binders as substitutes for traditional bitumen in asphalt mixtures, which combine durability and mechanical properties, exalting the color of pavements for a better integration of road networks in urban and environmentally sensitive areas, is undoubtedly a timing challenge. However, the selection and classification of clear binders are often based only on color and standard requirements referred to traditional bitumen that do not describe consistently the binder behavior. A better understanding on clear binder properties is required to guide the aggregate selection and the mix design for surface layer, merging safety, aesthetical and environmental benefits into long lasting pavement. This paper presents a comprehensive experimental program, including empirical tests, infrared spectrum analysis, and rheological testing over a wide range of temperature and frequency, to determine the overall mechanical behavior of three clear binders. Results highlighted that the selected clear binders differ from traditional bitumen in terms of mechanical behavior. Different composition or origin can induce to completely different performance. Moreover, the combination of several testing procedures allowed suggesting specific application methods and uses for the three clear binders.


Author(s):  
Alemar Pereira Torres ◽  
Igor Nonato Almeida Pereira ◽  
Juliano Rodrigues Spínola ◽  
Alex Gomes Pereira ◽  
Consuelo Alves da Frota

The asphalt coating is the layer responsible for resisting the traffic stresses of a highway. However, the search for new materials to mitigate environmental impacts and improve pavement quality is increasing. Thus, the mechanical behavior of asphalt mixtures was analyzed through the four-point bending test after the molding process and aged, with the participation of residues in the form of charcoal. The frequencies of 1Hz, 3Hz, 5Hz, 10Hz, 20Hz and 1Hz are considered at temperatures of 25°C and 40°C. The aging process contributed to improve the mechanical characteristics of the charcoal mixture at a temperature of 25 ° C, considering that there was an increase in stiffness at frequencies from 1 to 20 Hz, as well as a reduction in phase angle at frequencies of 3 Hz. , 5 Hz, 10 Hz and 20 Hz.


2021 ◽  
pp. 1313-1320
Author(s):  
Silvio Schuster ◽  
Cléber Faccin ◽  
Fernando D. Boeira ◽  
Luciano Pivoto Specht ◽  
Deividi da Silva Pereira

2018 ◽  
Vol 51 (4) ◽  
Author(s):  
Elsa Sanchez-Alonso ◽  
Angel Vega-Zamanillo ◽  
Miguel Angel Calzada-Perez ◽  
Daniel Castro-Fresno

2015 ◽  
Vol 101 ◽  
pp. 474-481 ◽  
Author(s):  
G. Valdés-Vidal ◽  
A. Calabi-Floody ◽  
R. Miró-Recasens ◽  
J. Norambuena-Contreras

2010 ◽  
Vol 38 (5) ◽  
pp. 102196 ◽  
Author(s):  
M. R. Mitchell ◽  
R. E. Link ◽  
Saeed Ghaffarpour Jahromi ◽  
Behrooz Andalibizade ◽  
Ali Khodaii

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