Effect of the thermal degradation of SBS copolymers during the ageing of modified asphalts

By M. Cortizo, D. Larsen, H. Bianchetto, J. L. Alessandrini. 2004

345 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Polymers and Plastics

View Paper: https://www.semanticscholar.org/paper/8815d346f9c5db0e07be7ba62e13db1adcfa17a8

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Zhanping You
2. J. Mills-Beale
3. Y. Yap
4. Hui Yao
5. S. Goh
6. C. Lee
7. Liang Li
8. K. Mokhtar

In Polymers and Plastics

1. Zhanping You
2. J. Mills-Beale
3. Liang Li
4. S. Goh
5. Y. Yap
6. C. Lee
7. Xianming Shi
8. Hui Yao

Citations in the corpus

• Rheological properties and chemical analysis of nanoclay and carbon microfiber modified asphalt with Fourier transform infrared spectroscopy (2013, background): “[13,49], during the aging process in the asphalt binder, the terminal vinyl (bands 910 cm 1 and 995 cm (1)) is reacted preferentially to the trans-double bonding (bending CAH of trans-disubstituted ACH@CHA, band 996 cm (1)).”
• Influence of thermo-oxidative aging on chemical composition and physical properties of polymer modified bitumens (2012, methodology): “Asphalt grade is specified in terms of softening point temperature and penetration value [13].”
• Polymer modification of bitumen : Advances and challenges (2014, neutral): “The first field mainly focused on the microstructure, deformation, cracking, ageing and fatigue of PMB [64-77].”
• Rheological Properties and Chemical Bonding of Asphalt Modified with Nanosilica (2013, methodology): “The results show that SBS modified asphalt significantly improves the fatigue cracking and low-temperature performance (Yildirim 2007; Larsen et al. 2009).”
• The effects of using lime and styrene-butadiene-styrene on moisture sensitivity resistance of hot mix asphalt (2009, background): “It has been recommended for the modified bitumens that the mixing and compaction temperatures must not exceed 180 C in order to prevent damage in binder resulting from the excessive heating [12].”
• Aging Influence on Rheology Properties of Petroleum-Based Asphalt Modified with Biobinder (2014, background): “Researchers have shown in past investigations that higher oxidation rate (or aging, which leads to increased stiffness behavior) leads to more carbonyl and sulphoxide groups at elevated temperatures (Cortizo et al. 2004).”