Rheological characteristics of ground tire rubber-modified bitumens

By F. Navarro, P. Partal, F. Martínez-Boza, C. Valencia, C. Gallegos. 2002

139 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/22b74200c31a76bff55acbdc17ea081828959c7b

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In Civil and Structural Engineering

1. P. Cong

Citations in the corpus

• Crumb Rubber Modifier in Road Asphalt Pavements: State of the Art and Statistics (2019, methodology): “Furthermore, in the case of devulcanization, the used method also plays an important role [35] due to the fact that excessive devulcanization may lead to the deterioration of the binder properties.”
• Investigation of asphalt binder containing various crumb rubbers and asphalts (2013, background): “In fact, the conventional test methods for original asphalt specifications, such as penetration, ring and ball softening point, and viscosity, are not sufficient in characterizing modified asphalt, especially crumb rubber modified asphalt [20,21].”