Comparison of Stone Matrix Asphalt mixtures with polymer-modified bitumen and shredded waste plastics

2015 ◽  
Vol 17 (4) ◽  
pp. 933-945 ◽  
Author(s):  
Goutham Sarang ◽  
B.M. Lekha ◽  
G. Krishna ◽  
A.U. Ravi Shankar
2021 ◽  
Vol 13 (4) ◽  
pp. 2146
Author(s):  
Anik Gupta ◽  
Carlos J. Slebi-Acevedo ◽  
Esther Lizasoain-Arteaga ◽  
Jorge Rodriguez-Hernandez ◽  
Daniel Castro-Fresno

Porous asphalt (PA) mixtures are more environmentally friendly but have lower durability than dense-graded mixtures. Additives can be incorporated into PA mixtures to enhance their mechanical strength; however, they may compromise the hydraulic characteristics, increase the total cost of pavement, and negatively affect the environment. In this paper, PA mixtures were produced with 5 different types of additives including 4 fibers and 1 filler. Their performances were compared with the reference mixtures containing virgin bitumen and polymer-modified bitumen. The performance of all mixes was assessed using: mechanical, hydraulic, economic, and environmental indicators. Then, the Delphi method was applied to compute the relative weights for the parameters in multi-criteria decision-making methods. Evaluation based on distance from average solution (EDAS), technique for order of the preference by similarity to ideal solution (TOPSIS), and weighted aggregated sum product assessment (WASPAS) were employed to rank the additives. According to the results obtained, aramid pulp displayed comparable and, for some parameters such as abrasion resistance, even better performance than polymer-modified bitumen, whereas cellulose fiber demonstrated the best performance regarding sustainability, due to economic and environmental benefits.


2020 ◽  
Vol 254 ◽  
pp. 119298
Author(s):  
Lekhaz Devulapalli ◽  
Saravanan Kothandaraman ◽  
Goutham Sarang

2006 ◽  
Vol 33 (2) ◽  
pp. 134-139 ◽  
Author(s):  
Vikas Sharma ◽  
Shweta Goyal

Stone matrix asphalt (SMA) is a gap-graded mix that contains a high concentration of coarse aggregate, thereby maximizing stone-to-stone contact in the mixture and providing an efficient network for load distribution. Coarse aggregate particles are held together by a rich matrix of mineral filler and stabilizer in the thick asphalt film. This paper presents details on the laboratory studies carried out on stone matrix asphalt (SMA) mixtures with natural fibres and crumb rubber modified bitumen (CRMB). Indirect tensile strength, retained stability, resistance to moisture susceptibility, resistance to rutting, resistance to creep, and resistance to permeability and aging were found to improve with SMA mixtures with CRMB when compared with SMA mixtures with fibres as stabilizers.Key words: natural fibres, CRMB, SMA mixtures, draindown, moisture damage, creep, rutting, permeability, aging.


2007 ◽  
Vol 2001 (1) ◽  
pp. 93-101 ◽  
Author(s):  
Randy C. West ◽  
Jason R. Moore ◽  
David M. Jared ◽  
Peter Y. Wu

2021 ◽  
Vol 307 ◽  
pp. 124957
Author(s):  
Anik Gupta ◽  
Pedro Lastra-Gonzalez ◽  
Jorge Rodriguez-Hernandez ◽  
María González González ◽  
Daniel Castro-Fresno

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