Skip to main content
Log in

Modification of asphalt binder by the blend of chemically grafted thermoplastics and SBS: Influence of blend composition, chemical grafting, sulphur content, and MFI value

  • Original Paper
  • Published:
Polymer Bulletin Aims and scope Submit manuscript

Abstract

Thermoplastic elastomers, such as styrene–butadiene–styrene (SBS), significantly enhance the properties of asphalt binders. This study first highlights the drawbacks of binder modification using chemically grafted polyethylene (g-PE) and then demonstrates the process by which g-PE can be used in combination with SBS. The important role of chemical grafting, sulphur content, and melt flow index (MFI) value in obtaining practically usable ‘g-PE/SBS’ modified binders have been illustrated. The results show that ungrafted and g-PE produces modified binders with highly inferior properties, and the polymers phase separate from the binder within few hours of preparation. % Elastic recovery of the ungrafted and g-PE modified binders was < 30%, and the softening point was 10 to 25 °C lower than SBS modified binders. Modification using the ‘50/50’ g-PE/SBS blend also resulted in inferior modified binders. On the other hand, the ‘25/75’ g-PE/SBS blend resulted in modified binders with properties similar to SBS modified binders. Chemical grafting, sulphur content of 0.21 wt.%, and melt flow index value > 2 are the essential factors that resulted in acceptable ‘25/75’ g-PE/SBS modified binders. Cost analysis shows that the use of g-PE can reduce the overall cost of asphalt pavement. The strategy illustrated in this study can be adopted for low-cost polymers and the effective utilization of waste plastics.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12

Similar content being viewed by others

Abbreviations

TP:

Thermoplastic

PE:

Polyethylene

SBS:

Styrene–butadiene–styrene

MA-PE1 :

Maleic anhydride functionalized polyethylene (MFI value of 0.5)

MA-PE2 :

Maleic anhydride functionalized polyethylene (MFI value of 2)

GM-PE1 :

Glycidyl methacrylate functionalized polyethylene (MFI value of 0.8)

GM-PE2 :

Glycidyl methacrylate functionalized polyethylene (MFI value of 3.5)

MFI:

Melt flow index

SP:

Softening point

∆SP:

Difference in the softening point between top and bottom section of the tube

PMB:

Polymer-modified binder

MB:

Modified binder

TP-MB:

Thermoplastic modified binder

SBS-MB:

SBS modified binder

0.14S:

0.14 wt.% sulphur

References

  1. Naoual EA, Rachid H, Jalila EA, Mehdi EB, Ahmed E (2020) Synthesis rheological and thermal studies of epoxy polymer and its composite. Chem Data Collec 30:100584

    Article  Google Scholar 

  2. Naoual EA, Rachid H, Jalila EA, Mehdi EB, Abderrahim E, Ahmed E, Mohamed R (2021) One-pot synthesis of tri-functional epoxy resin and its nanocomposite: Investigation of thermal and rheological properties. Bio-inter Rese Appl Chem 11(4):12403–12413

    Article  Google Scholar 

  3. Rachid H, Ahmed E (2020) Rheological behavior of three polymers and their hybrid composites (TGEEBA/MDA/PN), (HGEMDA/MDA/PN) and (NGHPBAE/MDA/PN). J King Saud Univ Sci 32(1):235–244

    Article  Google Scholar 

  4. Rachid H, Omar D, Mohamed B, Mehdi EB, Mohammed A, Abderrahim EB, Ahmed E (2019) Investigation of structure and rheological behavior of a new epoxy polymer pentaglycidyl ether pentabisphenol A of phosphorus and of its composite with natural phosphate. SN Appl Scie 1:869

    Article  Google Scholar 

  5. Rachid H, Mohamed B, Mehdi EB, Abderrahim EB, Ahmed EH (2019) Synthesis characterization rheological and morphological study of a new epoxy resin pentaglycidyl ether pentaphenoxy of phosphorus and their composite (PGEPPP/MDA/PN). Poly Bulle 76:4859–4878

    Article  Google Scholar 

  6. Atiqa B, Rachid H, Ahmed E (2020) Evaluation of mechanical compressive strength of cementitious matrix with 12% of IER formulated by modified polymer (NEPS) at different percentages. Sci Rep 10:2461

    Article  Google Scholar 

  7. Lakshmi KR, Rehman A, Mabrouk O, Senthil KK, Ahmed A, Eyad M (2021) Influence of polymer structure and amount on microstructure and properties of polyethylene-modified asphalt binders. Mater and Struct 54:91

    Article  Google Scholar 

  8. Priyansh S, Aravind KS (2018) Effect of aging level on viscoelastic properties of asphalt binder containing waste polyethylene. Inter J Sust Eng 19397038:1474398

    Google Scholar 

  9. Gonzalez E, Liliana MBC, Hugo MRDS, Loic H (2016) Rheological characterization of EVA and HDPE polymer-modified bitumens under large deformation at 20 °C. Const Build Mater 112:756–764

    Article  CAS  Google Scholar 

  10. Tian X, Xiang C, Jianhui X, Wenqiang C, Xinyue H, and Youbing L (2021) Properties of bitumen modified by polyethylene and polyethylene glycol with different molecular weights. Inter J Pave Eng 1-8

  11. Nejad FM, Azarhoosh A, Hossein HG (2014) Effect of high-density polyethylene on the fatigue and rutting performance of hot mix asphalt – a laboratory study. Road Mater Pave Desi 15(3):746–756

    Article  Google Scholar 

  12. Moatasim A, Cheng PF, Al-Hadidy, (2011) Laboratory evaluation of HMA with high-density polyethylene as a modifier. Const Build Mater 25:2764–2770

    Article  Google Scholar 

  13. Kalantar ZN, Karim MR, Mahrez A (2012) A review of using waste and virgin polymer in the pavement. Const Build Mater 33:55–62

    Article  Google Scholar 

  14. Luca D, Michele L (2021) Variation of internal structure and performance of polyethylene and polypropylene-modified bitumen during the blending process. J Appl Poly Scie 138(14):e50142

    Article  Google Scholar 

  15. Fawcett AH, McNally T (2003) Polystyrene and asphaltene micelles within blends with bitumen of an SBS block copolymer and styrene and butadiene homopolymers. Collo and Poly Scie 281:203–213

    Article  CAS  Google Scholar 

  16. Mohamed N, Ramlochan D, Maharaj R (2017) Rutting and fatigue cracking susceptibility of polystyrene modified asphalt. Amer J Appl Scie 14:583–591

    Article  CAS  Google Scholar 

  17. Behl GS, Kumar G (2014) A sustainable approach: utilization of waste PVC in asphalting of roads. Const and Build Mater 54:113–117

    Article  Google Scholar 

  18. Estabraq NE and Alaa HA (2020) Effects of polyvinyl chloride (PVC), styrene-butadiene-styrene (SBS) and aggregate gradation on permanent deformation of asphalt concrete pavement. In: 3rd International Conference on Engineering Sciences, Mater Sci Eng 671:012093

  19. Rabindra K, Gupta AA, Badonib RP, Bhatnagarac AK (2013) Poly(ethylene terephthalate) waste-derived chemicals as an anti-stripping additive for bitumen-An environment-friendly approach for disposal of environmentally hazardous material. Poly Degr and Stab 98:2592–2601

    Article  Google Scholar 

  20. Taher BM, Mehrtash S, Mohamed RK (2014) Evaluation of permanent deformation characteristics of unmodified and polyethylene terephthalate modified asphalt mixtures using dynamic creep test. Mater and Desig 53:317–324

    Article  Google Scholar 

  21. Gonzalez O, Munoza ME, Santamarıiaa A, Garcia MM, Navarro FJ, Partal P (2004) Rheology and stability of bitumen/EVA blends. Eurp Poly J 40:2365–2372

    Article  CAS  Google Scholar 

  22. Garci MM, Partal P, Navarro FJ, Martinez FB, Gallegos C (2004) Linear viscoelasticity of recycled EVA-modified bitumens. Ener & Fuel 18:357–364

    Article  Google Scholar 

  23. Ziari HEN, Amir A, Omid F (2019) The effect of EAF dust and waste PVC on moisture sensitivity, rutting resistance, and fatigue performance of asphalt binders and mixtures. Const and Build Mater 203:188–200

    Article  CAS  Google Scholar 

  24. Claudia R, Antonio AC, Levgenii L, Moises GM (2016) Linear and non-linear viscoelastic behavior of SBS and LDPE modified bituminous mastics. Const and Build Mater 123:464–472

    Article  Google Scholar 

  25. Ming L, Xue X, Weiyu F, Hao W (2019) Phase behavior and hot storage characteristics of asphalt modified with various polyethylene: Experimental and numerical characterizations. Const Build Mater 203:608–620

    Article  Google Scholar 

  26. Liliana MBC, Hugo MRD, Silva JP, Joel RM, Oliveira, (2019) Using waste polymers as a reliable alternative for asphalt binder modification – Performance and morphological assessment. Const Build Mater 198:237–244

    Article  Google Scholar 

  27. Pawan K, Satish C, Sunil B (2006) Strength characteristics of polymer modified mixes. Inter J Pav Eng 7(1):63–71

    Article  Google Scholar 

  28. Giovanni P, Jiri S, Dario B, Ludovit Z (2006) Relation between polymer architecture and nonlinear viscoelastic behavior of modified asphalts. Curr Opin Collo & Inter Scie 11:230–245

    Article  Google Scholar 

  29. Giovanni P, Sara F, Filippo M, George S (2015) A review of the fundamentals of polymer-modified asphalts: asphalt/ polymer interactions and principles of compatibility. Adv Collo Inter Scie 224:72–112

    Article  Google Scholar 

  30. Rachid H, Atiqa B, Omar D, Abderrahim EB, Mohamed R, Ahmed E (2020) Rheological properties of composite polymers and hybrid nanocomposites. Heliyon 6(6):e04187

    Article  Google Scholar 

  31. Maria AV, Miguel AV, Antonio SS, Octavio M (2013) Asphalt/polyethylene blends: rheological properties, microstructure and viscosity modelling. Const and Build Mater 45:243–250

    Article  Google Scholar 

  32. Jiusu L, Wenke J, Wen Y (2014) Effect of polyethylene grafted with maleic anhydride on asphalt properties. J Perf Const Faci 28(4):04014012

    Article  Google Scholar 

  33. Pei-Hung Y, Yu-Hsun N, Jean-Hong C, Wei-Chyum C (2005) Thermal and rheological properties of maleated polypropylene modified asphalt. Poly Eng Sci 45(5):1152–1158

    Google Scholar 

  34. Wen-qian L, Jiu-cun C (2011) Preparation and properties of bitumen modified by EVA graft copolymer. Const Build Mater 25:1830–1835

    Article  Google Scholar 

  35. Behnood A, Mahsa MG (2019) Morphology, rheology, and physical properties of polymer-modified asphalt binders. Eur Poly J 112:766–791

    Article  CAS  Google Scholar 

  36. Jeffrey JC, David GR, and Neil RG (2015) Grafted polyethylene: united states patent Application Publication. US 2015/0376409 A1

  37. Nicole MGF, Joost NHR, Bas D (2013) Bruin synthesis of functional ‘polyolefins’: state of the art and remaining challenges. Chem Socie Rev 42:5809–5832

    Article  Google Scholar 

  38. Rongrong Q, Junling Q, Chixing Z (2003) Modification of acrylonitrile–butadiene–styrene terpolymer by grafting with maleic anhydride in the melt. I. Preparation and characterization. J Appl Poly Scie 90:1249–1254

    Article  Google Scholar 

  39. Li J, Zhang Y, Zhang Y (2008) The research of GMA-g-LDPE modified qinhuangdao bitumen. Const and Build Mater 22:1067–1073

    Article  Google Scholar 

  40. Sengoz B, Isıkyakar G (2008) Evaluation of the properties and microstructure of SBS and EVA polymer modified bitumen. Const and Build Mater 22(9):1897–1905

    Article  Google Scholar 

  41. Yogesh K, Sumit KS, Deepa O, Praveen K, Paritosh M, Sham SR (2020) Effect of molecular structure and concentration of styrene-butadiene polymer on upper service temperature rheological properties of modified binders. Const Build Mater 249:118790

    Article  Google Scholar 

  42. Guangtao G, Yong Z, Yinxi Z, Kang S, Yongzhong F (2002) Improved Storage Stability of LDPE/SBS Blends Modified Asphalts. Poly Poly Comp 10(3):229–236

    Google Scholar 

  43. Tian X, Longmei Z, Jianhui X, Yaping Q (2018) Rheology and thermal stability of polymer modified bitumen with coexistence of amorphous phase and crystalline phase. Const Build Mater 178:272–279

    Article  Google Scholar 

  44. Aravind KS, Uma DR, Pramod KJ (2017) Effect of HDPEH polymer on viscoelastic properties of SBS modified asphalt. Const Build Mater 136:230–236

    Article  Google Scholar 

  45. Abolghasem Y, Sara P (2012) Optimization of Asphalt Binder Modified with PP/SBS/nanoclay nanocomposite using taguchi method. Int J Mater Metall Eng 6(7):532–536

    Google Scholar 

  46. Hailong J, Guangtao G, Yong Z, Yinxi Z (2002) Improved properties of polystyrene-modified asphalt through dynamic vulcanization. Poly Test 21:633–640

    Article  Google Scholar 

  47. Jing L, Meizhao H, Yaseen M, Yu LSY, Shaochan D, Wenqian H, Zhenxia Z (2018) Comparative analysis, road performance and mechanism of modification of polystyrene graphene nanoplatelets (PS-GNPs) and octadecyl amine graphene nanoplatelets (ODA-GNPs) modified SBS incorporated asphalt binders. Const Build Mater 193:501–517

    Article  Google Scholar 

  48. Haiyan Z, Xiaowei W, Dongwei C, Yanjun Z, Min H (2013) Effect of linear low density-polyethylene grafted with maleic anhydride (LLDPE-g-MAH) on properties of high density-polyethylene/styrene–butadiene–styrene (HDPE/SBS) modified asphalt. Const Build Mater 47:192–198

    Article  Google Scholar 

  49. Ajay KM, Arun G, Abhishek M (2021) Investigation of rheological and performance characteristics of oxidized polyethylene polymer blended with SBS modified bitumen. Mater Sci Eng 1017(1):012030

    Google Scholar 

  50. Ilya BJ, Filippo G (2020) Effect of different vinyl-acetate contents in hybrid SBS-EVA modified bitumen. Const Build Mater 262:120574

    Article  Google Scholar 

  51. Chen JS, Liao MC, Lin CH (2003) Determination of polymer content in modified bitumen. Mater and Struct 36:594–598

    Article  CAS  Google Scholar 

  52. SkI S, Sumit KS, Ransinchung GD, RN, and Sham SR, (2021) Effect of property deterioration in SBS modified binders during storage on the performance of asphalt mix. Const Build Mater 272:121644

    Article  Google Scholar 

  53. Han S, Dong YN, Ya ML, De C, Deng WL (2014) Analysis of the impact of the type and content of SBS on the performance of the modified asphalt mixture. Adv Mater Res 919–921:1079–1084

    Article  Google Scholar 

  54. Sumit KS, Yogesh K, Sham SR (2018) Thermal degradation of SBS in bitumen during storage: influence of temperature, SBS concentration, polymer type and base bitumen. Poly Degr Stab 147:64–75

    Article  Google Scholar 

  55. Sengoz B, Topal A, Isikyakar G (2009) Morphology and image analysis of polymer modified bitumens. Const Build Mater 23:1986–1992

    Article  Google Scholar 

  56. Kou C, Peng X, Aihong K, Peter M (2019) Protocol for the morphology analysis of SBS polymer modified bitumen images obtained by using fluorescent microscopy. Int J Pave Eng 20:585–591

    Article  CAS  Google Scholar 

  57. Motahareh M, Akram T, Mir KRA, Mohammad R (2016) Effect of nanoclay on the morphology of polyethylene modified bitumen. Const Build Mater 116:245–251

    Article  Google Scholar 

  58. Chen JS, Huang CC (2007) Fundamental characterization of SBS-modified asphalt mixed with sulfur. J Appl Poly Scie 103:2817–2825

    Article  CAS  Google Scholar 

  59. Ming L, Xue X, Weiyu F, Hao W (2017) Effects of polymerized sulfur on rheological properties, morphology and stability of SBS modified asphalt. Const and Build Mate 150:860–871

    Article  Google Scholar 

  60. Rishichem Distributors Private Limited. https://rishichem.com/products.htmls

  61. Pluss Advanced Technologies. http://www.pluss.co.in/product-range.php

Download references

Acknowledgements

This work is supported by a research grant from SERB, India (ECR/2016/001427).

Author information

Authors and Affiliations

Authors

Contributions

The authors confirm contribution to the paper as follows: Concept and study were contributed by Akanksha Pandey and Sham S. Ravindrnath; Sample collection and testing were contributed by Akanksha Pandey and Alok Sharma; Analysis and interpretation of results were contributed by Akanksha Pandey and Sham S. Ravindrnath; Draft manuscript preparationwas contributed by Akanksha Pandey and Sham S. Ravindrnath.

Corresponding author

Correspondence to Sham S. Ravindranath.

Ethics declarations

Conflict of Interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Appendices

Appendix

FT-IR analysis

(Peak at 1767 cm−1 is noticed for carbonyl group in g-PE compare to ungrafted PE. Along with that, GMA g-PE exhibited peak at 845 cm−1 for epoxy group also.) The results of the other two g-PE were similar and hence not presented to avoid redundancy (See Fig. 13).

Fig. 13
figure 13

FT-IR analysis of ungrafted and g-PE

TGA analysis

(MA-PE exhibited higher thermal stability compared to PE and GM-PE polymer. The divergence in thermal stability might be due to the type of functional group present in the polymer.) (See Fig. 14).

Fig. 14
figure 14

TGA analysis of ungrafted and g-PE

XRD analysis

(XRD spectrum depicts the reduction in crystallinity due to the presence of grafting in the backbone chain compare to the ungrafted PE. The stated observation is made because of the decrease in intensity and broadening of the peak.). (See Fig. 15).

Fig. 15
figure 15

XRD analysis of ungrafted and g-PE

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Pandey, A., Sharma, A. & Ravindranath, S.S. Modification of asphalt binder by the blend of chemically grafted thermoplastics and SBS: Influence of blend composition, chemical grafting, sulphur content, and MFI value. Polym. Bull. 79, 7753–7774 (2022). https://doi.org/10.1007/s00289-021-03868-7

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00289-021-03868-7

Keywords

Navigation