SpringerLink
Log in

Characterisation of Pyro-oil Modified EVA and SBS Bitumen Using Variation in MSCR Test

  • Conference paper
  • First Online:
Proceedings of SECON’23 (SECON 2023)

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 381))

  • 187 Accesses

Abstract

The multiple stress creep and recovery (MSCR) test is the most commonly used method to characterise the rutting resistance of bituminous binders. However, the stress levels of 0.1 and 3.2 kPa, employed in this test as per ASTM D7405 are insufficient to represent the non-linear viscoelastic behaviour of modified bitumen under practical traffic conditions. Therefore, the modified binders are required to be characterised at higher stress levels. The present study intended to analyse the permanent deformation behaviour of high-density polyethylene (HDPE) pyro-oil modified bitumen using variation in stress levels of the MSCR test. The base bitumen VG30 is modified using ethylene vinyl acetate (EVA) and styrene butadiene styrene (SBS) polymers. The base and polymer modified bitumen are further modified with HDPE pyro-oil which was obtained from the pyrolysis of HDPE plastic waste. MSCR test with additional stress levels of 5, 6.4, 10, 12.5, and 25 kPa is used to characterise the base, polymer, and pyro-oil modified bitumen. It was found that higher stress levels than the standard 3.2 kPa are required to obtain the non-linear behavior of polymer modified bitumen. The addition of pyro-oil increased the rutting resistance of EVA modified bitumen, whereas the same is found to be decreased for SBS modified bitumen.

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

Access this chapter

Log in via an institution

Subscribe and save

Springer+ Basic
EUR 32.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or Ebook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Chapter
EUR 29.95
Price includes VAT (Germany)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
EUR 287.83
Price includes VAT (Germany)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
EUR 374.49
Price includes VAT (Germany)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free ship** worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Similar content being viewed by others

References

  1. Hajikarimi P, Rahi M, Moghadas Nejad F (2015) Comparing different rutting specification parameters using high temperature characteristics of rubber-modified asphalt binders. Road Mater Pavement Des 16:751–766. https://doi.org/10.1080/14680629.2015.1063533

  2. Liu H, Zeiada W, Al-Khateeb GG, Shanableh A, Samarai M (2021) Use of the multiple stress creep recovery (MSCR) test to characterize the rutting potential of asphalt binders: a literature review. Constr Build Mater 269:121320. https://doi.org/10.1016/j.conbuildmat.2020.121320

    Article  Google Scholar 

  3. Delgadillo R, Bahia HU (2010) The relationship between nonlinearity of asphalt binders and asphalt mixture permanent deformation. Road Mater Pavement Des 11:653–680. https://doi.org/10.3166/RMPD.11.653-680

    Article  Google Scholar 

  4. Behnood A, Shah A, McDaniel RS, Beeson M, Olek J (2016) High-temperature properties of asphalt binders: comparison of multiple stress creep recovery and performance grading systems. Transp Res Rec 2574:131–143. https://doi.org/10.3141/2574-15

    Article  Google Scholar 

  5. Domingos MDI, Faxina AL (2016) Susceptibility of asphalt binders to rutting: literature review. J Mater Civ Eng 28:04015134. https://doi.org/10.1061/(asce)mt.1943-5533.0001364

    Article  Google Scholar 

  6. Saboo N, Kumar R, Kumar P, Gupta A (2018) Ranking the rheological response of SBS- and EVA-modified bitumen using MSCR and LAS tests. J Mater Civ Eng 30. https://doi.org/10.1061/(asce)mt.1943-5533.0002367

  7. Piromanski B, Chegenizadeh A, Mashaan N, Nikraz H (2020) Study on HDPE effect on rutting resistance of binder. Buildings 10:1–12. https://doi.org/10.3390/buildings10090156

    Article  Google Scholar 

  8. Hadole HP, Suryawanshi SD, Khapne VA, Ranadive MS (2021) Moisture damage resistance of short-term aged pyro-oil–modified bitumen using rolling thin film oven by surface free energy approach. J Mater Civ Eng 33:04021268. https://doi.org/10.1061/(asce)mt.1943-5533.0003872

    Article  Google Scholar 

  9. Bhagat NT, Hadole HP, Ranadive MS (2023) Oxidative aging characterization of pyro-oil modified binders using fourier transform infrared spectroscopy. Adv Sci Technol Res J 17:140–149

    Article  Google Scholar 

  10. Bahia HU, Hanson DI, Zeng M, Zhai H, Khatri MA, Anderson RM (2001) Characterization of modified asphalt binders in superpave mix design

    Google Scholar 

  11. A. Standard, standard method of test for multiple stress creep recovery (MSCR) test of asphalt binder using a dynamic shear rheometer (DSR), T350-19 (2019)

    Google Scholar 

  12. A. D7405-20, Standard test method for multiple stress creep and recovery (MSCR) of asphalt binder using a dynamic shear rheometer (2020)

    Google Scholar 

  13. D’Angelo JA (2009) The relationship of the MSCR test to rutting. Road Mater Pavement Des 10:61–80. https://doi.org/10.3166/RMPD.10HS.61-80

    Article  Google Scholar 

  14. Golalipour A (2011 Modification of multiple stress creep and recovery test procedure and usage in specification, p 106. http://144.92.161.87/handle/1793/56398

  15. Jafari M, Babazadeh A, Aflaki S (2015) Effects of stress levels on creep and recovery behavior of modified asphalt binders with the same continuous performance grades. Transp Res Rec 2505:15–23

    Article  Google Scholar 

  16. Saboo N, Kumar P (2015) A study on creep and recovery behavior of asphalt binders. Constr Build Mater 96:632–640

    Article  Google Scholar 

  17. D’Angelo J, Kluttz R, Dongre RN, Stephens K, Zanzotto L (2007) Revision of the superpave high temperature binder specification: the multiple stress creep recovery test (with discussion). J Assoc Asph Paving Technol 76

    Google Scholar 

  18. Bahia H, Tabatabaee HA, Mandal T, Faheem A (2013) Field evaluation of Wisconsin modified binder selection guidelines-Phase II. Wisconsin Highway Research Program

    Google Scholar 

  19. Hossain Z, Zaman M, Ghosh D (2015) Creep compliance and percent recovery of Oklahoma certified binder using the multiple stress recovery (MSCR) method, Fhwa-Ok-14-19, pp 1–5. https://www.researchgate.net/publication/313905146_CREEP_COMPLIANCE_AND_PERCENT_RECOVERY_OF_OKLAHOMA_CERTIFIED_BINDER_USING_THE_MULTIPLE_STRESS_RECOVERY_MSCR_METHOD

  20. Saboo N, Kumar P (2018) Analysis of creep and recovery for modified binder. Indian Highw 46

    Google Scholar 

  21. I. 73-2013, Specification for paving bitumen. Bur Indian Stand (2013)

    Google Scholar 

  22. Kulkarni SB, Ranadive MS (2020) Modified Cutback as tack coat by application of pyro-oil obtained from municipal plastic waste: experimental approach. J Mater Civ Eng 32:04020100. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003079

    Article  Google Scholar 

  23. Bhagat NT, Ranadive MS (2023) Review on mechanisms of bitumen modification: process and variables. Recent Trends Constr Technol Manag, 1185–1192

    Google Scholar 

  24. ASTM, ASTM D7131: Standard practice for determining the separation tendency of polymer from polymer modified asphalt (2005)

    Google Scholar 

  25. D. ASTM, Standard test method for effect of heat and air on a moving film of asphalt (rolling thin-film oven test), USA Annu B ASTM Stand (2012)

    Google Scholar 

Download references

Author information

Authors and Affiliations

  1. Research Scholar, Department of Civil Engineering, College of Engineering, Pune, 411005, India

    N. T. Bhagat

  2. Associate Professor, Department of Civil Engineering, College of Engineering, Pune, 411005, India

    N. A. Hedaoo

  3. Department of Civil Engineering, College of Engineering, Pune, 411005, India

    M. S. Ranadive

Authors
  1. N. T. Bhagat
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. N. A. Hedaoo
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. M. S. Ranadive
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to N. T. Bhagat .

Editor information

Editors and Affiliations

  1. Department of Civil Engineering, McMaster University, Hamilton, ON, Canada

    Moncef Nehdi

  2. Department of Civil Engineering, Universiti Malaya, Kuala Lumpur, Malaysia

    Mo Kim Hung

  3. Department of Civil Engineering, National Institute of Technology Karnataka, Mangalore, Karnataka, India

    Katta Venkataramana

  4. Department of Civil Engineering, Federal Institute of Science and Technol, Angamaly, Kerala, India

    Jiji Antony

  5. Department of Civil Engineering, Federal Institute of Science and Technology, Angamaly, Kerala, India

    P. E. Kavitha

  6. Department of Civil Engineering, Federal Institute of Science and Technol, Angamaly, Kerala, India

    Beena B R

Rights and permissions

Reprints and permissions

Copyright information

© 2024 The Author(s), under exclusive license to Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Bhagat, N.T., Hedaoo, N.A., Ranadive, M.S. (2024). Characterisation of Pyro-oil Modified EVA and SBS Bitumen Using Variation in MSCR Test. In: Nehdi, M., Hung, M.K., Venkataramana, K., Antony, J., Kavitha, P.E., Beena B R (eds) Proceedings of SECON’23. SECON 2023. Lecture Notes in Civil Engineering, vol 381. Springer, Cham. https://doi.org/10.1007/978-3-031-39663-2_89

Download citation

  • DOI: https://doi.org/10.1007/978-3-031-39663-2_89

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-031-39662-5

  • Online ISBN: 978-3-031-39663-2

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics

Search

Navigation