Investigation of rutting performance of asphalt mixtures containing polymer modifiers

By S. Tayfur, Halit Özen, A. Aksoy. 2007

534 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/c071184934ce06a45d7dcb329b1b34c0e7ce9b93

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In Civil and Structural Engineering

Citations in the corpus

Using waste plastic bottles as additive for stone mastic asphalt (2011, methodology): “Since the Marshall Quotient (MQ) is an indicator of the resistance against the deformation of the bituminous mixture [21,34,35] MQ values are calculated to evaluate the resistance of the deformation of the specimens.”
Polymer modification of bitumen : Advances and challenges (2014, background): “These polymers were reported to lead to some improved properties of bitumen, such as higher stiffness at high temperatures, higher cracking resistance at low temperatures, better moisture resistance or longer fatigue life [13-18].”
The effects of using lime and styrene-butadiene-styrene on moisture sensitivity resistance of hot mix asphalt (2009, background): “It has been identified that styrene–butadiene–styrene (SBS) triblock copolymer can obviously improve the mechanical properties of mixtures such as ageing [12], permanent deformation [13,14], low temperature cracking [15], moisture damage resistance [16,17], and so on.”
Effects of copper slag and recycled concrete aggregate on the properties of CIR mixes with bitumen emulsion, rice husk ash, Portland cement and fly ash (2015, background): “The test is also the most popular form of stress–strain measurements used to evaluate the elastic properties of asphalt mixtures [41].”
Nanoclay application to asphalt concrete: Characterization of polymer and linear nanocomposite-modified asphalt binder and mixture (2015, result): “Previous studies [14,15,19–21,23–28] evaluated the effects of polymer and nanoclay as a singular modifier on asphalt binder and mixture.”