journal article·2014-09-01

Dispersion of SBS and its Influence on the Performance of SBS Modified Asphalt

Fuqiang Dong, Weiyu Fan, Guoming Yang, Jianming Wei, Hui Luo, Mengmeng Wu, Yuzhen Zhang

Journal of Testing and Evaluation· Volume 42· Issue 5
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Abstract

Abstract This paper presents a laboratory study in styrene-butadiene-styrene (SBS) polymer modified asphalt including the dispersion process of SBS in asphalt and the asphalt performance without chemical reaction. Fluorescence microscope was adopted to characterize the dispersion of SBS in asphalt. The effects of various factors on modified asphalt were studied by means of the SBS particle size distribution, which was obtained by micrographs using the Image-Pro Plus image analysis program. The fundamental characteristics of SBS modified asphalt samples were determined using conventional test methods. The test results indicate that higher shear rate and longer shear time could promote the SBS dispersion in the low range, but there exists a critical shear rate and shear time. The higher shear temperature could improve the dispersion of SBS in asphalt. When the shear temperature increases to a certain number, the SBS particle size decreases, which do have adverse effects on the performance of SBS modified asphalt. With the content of SBS increasing, the particle size distribution becomes wider and the softening point of the modified asphalt increases, while the penetration and ductility of modified asphalt decrease. When the content of SBS is constant, as SBS particle size decreases, the softening point and viscosity increase, penetration decreases, and the ductility of SBS modified asphalt first increases slightly then decreases. However, when the content of SBS varies, as the particle size of SBS decreases, the softening point and viscosity of SBS modified asphalt increase, while penetration and ductility of SBS modified asphalt decrease.
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Research context

OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Geotechnical Engineering and Underground Structures

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

State Key Laboratory of Heavy Oil Processing, China Univ. of Petroleum 1 , 66, Changjiang West Road, Economic & Technological Development Zone, Qingdao , Shandong Province 266580, CN

State Key Laboratory of Heavy Oil Processing, China Univ. of Petroleum 2 , 66, Changjiang West Road, Economic & Technological Development Zone, Qingdao , Shandong Province 266580, CN

State Key Laboratory of Heavy Oil Processing, China Univ. of Petroleum 3 , 66, Changjiang West Road, Economic & Technological Development Zone, Qingdao , Shandong Province 266580, CN

State Key Laboratory of Heavy Oil Processing, China Univ. of Petroleum 4 , 66, Changjiang West Road, Economic & Technological Development Zone, Qingdao , Shandong Province 266580, CN

State Key Laboratory of Heavy Oil Processing, China Univ. of Petroleum 5 , 66, Changjiang West Road, Economic & Technological Development Zone, Qingdao , Shandong Province 266580, CN

State Key Laboratory of Heavy Oil Processing, China Univ. of Petroleum 6 , 66, Changjiang West Road, Economic & Technological Development Zone, Qingdao , Shandong Province 266580, CN

State Key Laboratory of Heavy Oil Processing, China Univ. of Petroleum 7 , 66, Changjiang West Road, Economic & Technological Development Zone, Qingdao , Shandong Province 266580, CN

References (18)

Show source-provided references
1. Preparation and Properties of Montmorillonite Modified Asphalts10.1016/j.msea.2006.10.037 ↗
2. Evaluation of the Properties and Microstructure of SBS and EVA Polymer Modified Bitumen10.1016/j.conbuildmat.2007.07.013 ↗
3. Asphalt Modification with Different Polyethylene-based Polymers10.1016/j.eurpolymj.2005.05.034 ↗
4. Polyethylene Dispersions in Bitumen: the Effects of the Polymer Structural Parameters10.1002/app.12942 ↗
5. Rheological Evaluation of Ethylene Vinyl Acetate Polymer Modified Bitumens10.1016/S0950-0618(02)00103-4 ↗
6. Polymer Modified Asphalt
7. Polymer Modified Asphalt Binders10.1016/j.conbuildmat.2005.07.007 ↗
8. Morphology and Image Analysis of Polymer Modified Bitumens10.1016/j.conbuildmat.2008.08.020 ↗
9. Processing, Rheology, and Storage Stability of Recycled EVA/LDPE Modified Bitumen10.1002/pen.20697 ↗
10. Effect of the Thermal Degradation of SBS Copolymers during the Ageing of Modified Asphalt
11. Influence of the Processing Conditions on the Rheological Behaviour of Polymer-modified Bitumen10.1016/S0016-2361(03)00065-6 ↗
12. Morphology and Image Analysis of Polymer Modified Bitumen10.1016/j.conbuildmat.2008.08.020 ↗
13. Asphalt Modified by SBS Tri-block Copolymer-Morphology and Model10.1061/(ASCE)0899-1561(2002)14:3(224) ↗
14. Analysis of Styrene-Butadiene-Styrene Polymer Modified Bitumen Using Fluorescent Microscopy and Conventional Test Methods10.1016/j.jhazmat.2007.04.122 ↗
15. Dispersion of Water-Soluble Catalyst and Its Influence on the Slurry-Phase Hydrocracking of Residue10.1021/ef1014378 ↗
16. Relationship Between the Micro Disperse State of SBS and the Performance of Modified Asphalt
17. Mixing Principle and Procedure of SBS Modified Asphalt
18. Investigation of the Use of Recycled Polymer Modified Asphalt Binder in Asphalt Concrete Pavements