Rheological Properties, Compatibility, and Storage Stability of SBS Latex-Modified Asphalt

A styrene-butadiene-styrene (SBS) latex modifier can be used for asphalt modification due to the fact of its energy-saving, construction convenience, and economic advantages. The objective of this study was to investigate the influence of asphalt type and SBS latex dosage on the rheological properties, compatibility, and storage stability of asphalt through temperature and frequency sweep, steady-state flow, multiple stress creep and recovery (MSCR) tests, Cole-Cole plots and thermal storage tests. The results indicated that high SBS latex content is beneficial for improving anti-rutting, anti-fatigue, viscous flow resistance, and elastic recovery abilities of modified asphalt. The chemical composition of asphalt had a significant effect on the properties of the SBS latex-modified asphalt. High asphaltenes and low resins were favorable to enhancing anti-rutting and recovery properties but weakened the anti-fatigue, compatibility, and storage stability of modified asphalt. Furthermore, compared to SBS particle-modified asphalt, SBS latex-modified asphalt had greater rutting and fatigue resistance. However, SBS latex-modified asphalt had some disadvantages in compatibility and storage stability. Comprehensively considering the balance of viscoelastic properties, compatibility, and storage stability of SBS latex-modified asphalt, the mixing dosage of SBS latex modifier is recommended at 4.0 wt% which could feasibly replace SBS particle in asphalt modification.

[1]  Jing Yang,et al.  Studies on the properties of modified heavy calcium carbonate and SBS composite modified asphalt , 2019, Construction and Building Materials.

[2]  F. Xiao,et al.  Performance characteristics of Terminal Blend rubberized asphalt with SBS and polyphosphoric acid , 2017 .

[3]  A. Scarpas,et al.  Laboratory and Field Aging Effect on Bitumen Chemistry and Rheology in Porous Asphalt Mixture , 2019, Transportation Research Record: Journal of the Transportation Research Board.

[4]  Weidong Huang,et al.  Chemical and rheological evaluation of aging properties of high content SBS polymer modified asphalt , 2019, Fuel.

[5]  M. Liang,et al.  Rheological properties, storage stability and morphology of CR/SBS composite modified asphalt by high-cured method , 2018, Construction and Building Materials.

[6]  Reynaldo Roque,et al.  Effect of Styrene Butadiene Styrene Modifier on Cracking Resistance of Asphalt Mixture , 2003 .

[7]  Henglong Zhang,et al.  Rheological and aging behaviors of base and SBS modified asphalt with thermochromic microcapsule , 2019, Construction and Building Materials.

[8]  Changbin Hu,et al.  The research for SBS and SBR compound modified asphalts with polyphosphoric acid and sulfur , 2013 .

[9]  Y. Zhai,et al.  Study on Storage Stability of SBS Modified Asphalt , 2005 .

[10]  Yu Wu,et al.  Effect of Short-Term Aging on Asphalt Modified Using Microwave Activation Crumb Rubber , 2019, Materials.

[11]  Qinglin Guo,et al.  Aging Mechanism of a Diatomite-Modified Asphalt Binder Using Fourier-Transform Infrared (FTIR) Spectroscopy Analysis , 2019, Materials.

[12]  Shaopeng Wu,et al.  Evaluation of aging resistance of graphene oxide modified asphalt , 2017 .

[13]  Y. Li,et al.  Investigation of influence factors on low temperature properties of SBS modified asphalt , 2017 .

[14]  Filippo Merusi,et al.  A review of the fundamentals of polymer-modified asphalts: Asphalt/polymer interactions and principles of compatibility. , 2015, Advances in colloid and interface science.

[15]  David A. Anderson,et al.  Low-Temperature Thermal Cracking of Asphalt Binders as Ranked by Strength and Fracture Properties , 2000 .

[16]  Weiyu Fan,et al.  Influence of SBS and asphalt on SBS dispersion and the performance of modified asphalt , 2014 .

[17]  Hainian Wang,et al.  Effects of Preheating on the Rheological Properties of Rejuvenated Asphalt Binder , 2019, Transportation Research Record: Journal of the Transportation Research Board.

[18]  Yan Li,et al.  Preparation and Characteristics of Ethylene Bis(Stearamide)-Based Graphene-Modified Asphalt , 2019, Materials.

[19]  Ming Huang,et al.  Experimental Study on Photocatalytic Effect of Nano TiO2 Epoxy Emulsified Asphalt Mixture , 2019 .

[20]  A. Drews Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) , 1998 .

[21]  M. Liang,et al.  Rheological property and stability of polymer modified asphalt: Effect of various vinyl-acetate structures in EVA copolymers , 2017 .

[22]  Abbas Babazadeh,et al.  Effects of Stress Levels on Creep and Recovery Behavior of Modified Asphalt Binders with the Same Continuous Performance Grades , 2015 .

[23]  Shifeng Wang,et al.  Rheological and structural evolution of SBS modified asphalts under natural weathering , 2016 .

[24]  M. Liang,et al.  Thermo-rheological behavior and compatibility of modified asphalt with various styrene–butadiene structures in SBS copolymers , 2015 .

[25]  Ulf Isacsson,et al.  Compatibility and storage stability of styrene-butadiene-styrene copolymer modified bitumens , 1997 .

[26]  Yuzhen Zhang,et al.  Effects of Cement and Emulsified Asphalt on Properties of Mastics and 100% Cold Recycled Asphalt Mixtures , 2019, Materials.

[27]  Ming Yu,et al.  Storage stability and compatibility of asphalt binder modified by SBS graft copolymer , 2007 .

[28]  Xue Xin,et al.  Effects of polymerized sulfur on rheological properties, morphology and stability of SBS modified asphalt , 2017 .

[29]  N. Wagner,et al.  Microstructure of neat and SBS modified asphalt binder by small-angle neutron scattering , 2019, Fuel.

[30]  M. Liang,et al.  Investigating the effects of SBR on the properties of gilsonite modified asphalt , 2018, Construction and Building Materials.

[31]  S. Erkens,et al.  Asphalt-rubber interaction and performance evaluation of rubberised asphalt binders containing non-foaming warm-mix additives , 2018, Road Materials and Pavement Design.

[32]  M. Mirsayar On the low temperature mixed mode fracture analysis of asphalt binder – Theories and experiments , 2017 .

[33]  M. Saghafi,et al.  Performance Evaluation of Slurry Seals Containing Reclaimed Asphalt Pavement , 2019, Transportation Research Record: Journal of the Transportation Research Board.

[34]  Xueyan Liu,et al.  Rheological Behavior and Its Chemical Interpretation of Crumb Rubber Modified Asphalt Containing Warm-Mix Additives , 2018, Transportation Research Record: Journal of the Transportation Research Board.

[35]  Xueyan Liu,et al.  Non-Newtonian Behaviors of Crumb Rubber-Modified Bituminous Binders , 2018, Applied Sciences.

[36]  Ramadan A. Salim,et al.  Effect of MSCR Percent Recovery on Performance of Polymer Modified Asphalt Mixtures , 2019, Transportation Research Record: Journal of the Transportation Research Board.

[37]  C. Shi,et al.  Investigation of aging performance of SBS modified asphalt with various aging methods , 2017 .

[38]  Wenjuan Sun,et al.  Fracture failure in crack interaction of asphalt binder by using a phase field approach , 2015 .

[39]  A. Drews Standard Test Method for Penetration of Bituminous Materials , 1998 .

[40]  Min Bai,et al.  Investigation of low-temperature properties of recycling of aged SBS modified asphalt binder , 2017 .