Climatic effect on resilient modulus of recycled unbound aggregates

2015 ◽  
Vol 16 (4) ◽  
pp. 836-853 ◽  
Author(s):  
Ali Soleimanbeigi ◽  
Ryan F. Shedivy ◽  
James M. Tinjum ◽  
Tuncer B. Edil
Geomaterials ◽  
2012 ◽  
Vol 02 (01) ◽  
pp. 19-23 ◽  
Author(s):  
Makhaly Ba ◽  
Meissa Fall ◽  
Oustasse Abdoulaye Sall ◽  
Fatou Samb

2015 ◽  
Vol 27 (6) ◽  
pp. 04014188 ◽  
Author(s):  
Fan Gu ◽  
Hakan Sahin ◽  
Xue Luo ◽  
Rong Luo ◽  
Robert L. Lytton

Author(s):  
Sajjad Noura ◽  
Abdulnaser M. Al-Sabaeei ◽  
Gailan Ismat Safaeldeen ◽  
Ratnasamy Muniandy ◽  
Alan Carter

2021 ◽  
Vol 13 (6) ◽  
pp. 3315
Author(s):  
Mansour Fakhri ◽  
Danial Arzjani ◽  
Pooyan Ayar ◽  
Maede Mottaghi ◽  
Nima Arzjani

The use of waste materials has been increasingly conceived as a sustainable alternative to conventional materials in the road construction industry, as concerns have arisen from the uncontrolled exploitation of natural resources in recent years. Re-refined acidic sludge (RAS) obtained from a waste material—acidic sludge—is an alternative source for bitumen. This study’s primary purpose is to evaluate the resistance of warm mix asphalt (WMA) mixtures containing RAS and a polymeric additive against moisture damage and rutting. The modified bitumen studied in this research is a mixture of virgin bitumen 60/70, RAS (10, 20, and 30%), and amorphous poly alpha olefin (APAO) polymer. To this end, Marshall test, moisture susceptibility tests (i.e., tensile strength ratio (TSR), residual Marshall, and Texas boiling water), resilient modulus, and rutting assessment tests (i.e., dynamic creep, Marshall quotient, and Kim) were carried out. The results showed superior values for modified mixtures compared to the control mix considering the Marshall test. Moreover, the probability of a reduction in mixes’ moisture damage was proved by moisture sensitivity tests. The results showed that modified mixtures could improve asphalt mixtures’ permanent deformation resistance and its resilience modulus. Asphalt mixtures containing 20% RAS (substitute for bitumen) showed a better performance in all the experiments among the samples tested.


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