The effect of crumb rubber modifier (CRM) on the performance properties of rubberized binders in HMA pavements
By Soon-Jae Lee, C. Akisetty, S. Amirkhanian. 2008
281 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/cd7d2a743ae70b16e810c773bb6971b75b3e9ada
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In Civil and Structural Engineering
- Soon-Jae Lee
- C. Akisetty
- S. Amirkhanian
- M. Rubio-Gámez
- F. Moreno-Navarro
- L. Brasileiro
- R. Tauste-Martínez
- J. Matos
Citations in the corpus
- Variance analysis and performance evaluation of different crumb rubber modified (CRM) asphalt (2009, background): “A great deal of researches on factors affecting the CRM effect have also been done, and they find that the improvement degree of the base asphalt performance depends on many factors such as the crumb rubber particle size, surface characteristics of the rubber particles, blending conditions, the mann”
- High temperature properties of rubberized binders containing warm asphalt additives (2009, methodology): “This mixing condition matches the practices used in South Carolina to produce field mixtures [12, 13 ].”
- Reclaimed Polymers as Asphalt Binder Modifiers for More Sustainable Roads: A Review (2019, background): “However, increased temperatures or mixing times may lead to excessive degradation or aggregation of crumb rubber along with bitumen aging, which will cause a decline in the performance of the modified binder [68,70].”