Rheological properties of styrene butadiene styrene polymer modified road bitumens

By G. Airey. 2003

775 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/4dda6adc5a9fab5febeb232d760cfddc60532a9b

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. N. Yusoff
2. E. Chailleux
3. Jiqing Zhu
4. Bjorn Birgisson
5. Nicole Kringos
6. M. Shaw
7. A. Bosch
8. D. Larsen

In Mechanical Engineering

1. N. Yusoff
2. E. Chailleux
3. M. Shaw
4. A. Bosch
5. D. Larsen
6. M. Cortizo
7. J. L. Alessandrini
8. Shaopeng Wu

Citations in the corpus

• Composition analysis of crumb rubber during interaction with asphalt and effect on properties of binder (2013, background): “…of the CRMA samples with two CRM types in Figure 6(a),(b) indicate that, increasing the dissolution of EN CRM leads to extension of plateau region in its phase angle graph which is an indicative of creation of physical or chemical internal network in the matrix (Lu and Isacsson 2000, Airey 2003).”
• Effects of thermal oxidative ageing on dynamic viscosity, TG/DTG, DTA and FTIR of SBS- and SBS/sulfur-modified asphalts (2011, background): “Measurements of d are generally considered to be more sensitive to the chemical structure and therefore the modification of asphalt than complex viscosity [20].”
• A comparative study of the influence of shift factor equations on master curve construction (2011, background): “Details of the LVE rheological properties of the binders and mastics can be found in the following references [15-17].”
• Rheological Properties of Asphalt/SBS/Clay Blends (2008, neutral): “[3], Airey [4-6], Chen et al.”
• Physical, chemical and rheological properties of waste edible vegetable oil rejuvenated asphalt binders (2014, background): “Asphalt binder with a higher G /sind but a smaller flow deformation at high temperature, has a higher rutting resistance [21–23].”
• Micro-structural and rheological characteristics of SBS-asphalt blends during their manufacturing (2009, methodology): “Due to SBS copolymer is one of the most use modifiers in paving construction many papers had been published connected to different aspects of this modified asphalt [15–18].”
• Modelling the linear viscoelastic rheological properties of bituminous binders (2011, background): “This refers particularly to anomalies associated with the presence of highly crystalline bitumens (wax content > 7%), structured bitumen with high asphaltenes content and highly polymer-modified bitumens (PMBs) (> 5% polymer content) [Airey, 2003].”