Effect of Zycosoil as an Additive on VG30 Bitumenous Concrete

  • Conference paper
  • First Online:
Proceedings of the Canadian Society of Civil Engineering Annual Conference 2021 (CSCE 2021)

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 248))

Included in the following conference series:

  • 602 Accesses

Abstract

The expansion of urban population with the industrial revolution, increasing the high demand for vehicles coupled with highly efficient roads, unable to sustain extreme pressures of heavy traffic loads safely. India, the second pre-eminent country, in terms of, the largest road network of 55 lakh Km length in the world, having 98% of flexible and just 2% of rigid pavements with diverse climatic conditions that affect the properties of natural bitumen as a binder content in the flexible pavement, undergo failure and cause serious problems. In order to ameliorate this complication, bitumen modification is required to enhance its properties for better serviceability with regards to the pavement surface. Recently invented Nanomaterial namely Zycosoil a chemically reactive anti strip additive used to check the strength characteristic of bitumen. The present paper, hence, exhibits the studies of effects of Zycosoil on the physical properties of modified and unmodified bitumen (VG 30). An optimum bitumen content by Marshal Mix Design which attained maximum stability was evaluated, without and with required dosages of Nanotechnology Zycosoil chemical such as 0.03%, 0.04%, 0.06% and 0.07%. Further, comparisons were made between neat bitumen (VG 30) and Zycosoil modified bitumen for physical and Marshall properties. As per result of this study, even though Zycosoil modified bitumen when put to penetration, softening point and ductility tests showed altered properties but overall, Zycosoil inclusion had an insignificant effect on physical properties. Next to this, Marshall results in exhibits that incorporation of Zycosoil with bitumen imparts marginal strength as compared to the neat bitumen, albeit at small scale as per dosage. From mixtures, modified bitumen containing 0.07% Zycosoil demonstrated the utmost stability value. Therefore, 0.07% Zycosoil cooperation with bitumen at 5.3% optimum binder content exhibits the improved upgraded results for the mix that can be suggested for the construction of flexible pavement.

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

Access this chapter

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 (Thailand)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
EUR 213.99
Price includes VAT (Thailand)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
EUR 249.99
Price excludes VAT (Thailand)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free ship** worldwide - see info
Hardcover Book
EUR 249.99
Price excludes VAT (Thailand)
  • 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. Basic road statistics of India (2016–2017) Government of India Ministry of Road Transport and Highways Transport Research Wing, New Delhi

    Google Scholar 

  2. Fang C, Yu R, Liu S, Li Y (2013) Nanomaterials applied in asphalt modification: a review. J Mater Sci Technol 29(7):589–594. https://doi.org/10.1016/j.jmst.2013.04.008

    Article  Google Scholar 

  3. Behbahani H et al (2015) Evaluation of performance and moisture sensitivity of glasphalt mixtures modified with nanotechnology zycosoil as an anti-strip** additive. Constr. Build. Mater. 78:60–68

    Google Scholar 

  4. Teppala BR, Mishra CB (2014) Performance evaluation of VG 30 paving mix with and without zycosoil chemical additive, vol 3, 6 version 1 issue

    Google Scholar 

  5. Indian Standard, Specification for coarse and fine aggregates from natural sources for concrete IS : 383-1970

    Google Scholar 

  6. IS: 1202-1978, Methods for testing tar and bituminous materials: determination of specific gravity

    Google Scholar 

  7. Dam T et al (2014) Performance of zycosoil—a nano material as an additive with bituminous concrete mix. IOSR J Mech Civil Eng (IOSR-JMCE) 11(6 Ver. I):10–15

    Google Scholar 

  8. Haghshenas HF, Khodaii A, Saleh M (2015) Long term effectiveness of anti-strip** agents. Constr. Build. Mater. 76:307–312

    Google Scholar 

  9. Ameri M et al (2018) Moisture susceptibility evaluation of asphalt mixtures containing Evonik, Zycotherm and hydrated lime. Constr Build Mater 165:958–965

    Google Scholar 

  10. Mansour F et al (2014) Effect of liquid nano material and hydrated lime in improving the moisture behaviour of HMA. In: 11th transportation planning and implementation methodologies for develo** countries, TPMDC 2014, 10–12 Dec 2014, Mumbai, India; Transp Res Procedia 17:506–551

    Google Scholar 

  11. Khodaii A., Mousavi E. S., Khedmati M., Iranitalab A. (2016) Identification of dominant parameters for strip** potential in warm mix asphalt using response surface methodology. Materials and Structures 49(6):2425–2437. https://doi.org/10.1617/s11527-015-0658-7

    Article  Google Scholar 

  12. Jain R et al, Influence of zycosil in cold mix design of DBM (Dense Bituminous Macadam). Int Res J Eng Technol (IRJET)

    Google Scholar 

  13. Indian Standard, Paving bitumen—specification (Fourth Revision) IS: 73-2013

    Google Scholar 

  14. IS: 1203-1978, Methods for testing tar and bituminous materials: determination of penetration

    Google Scholar 

  15. IS: 1205-1978, Methods for testing tar and bituminous materials: determination softening point

    Google Scholar 

  16. IS: 1206-1978, Methods for testing tar and bituminous materials: determination of viscosity. 31. 32.

    Google Scholar 

  17. IS: 2386 (Part 1)-1963, Methods of test for aggregates for concrete: particle size and shape

    Google Scholar 

  18. ASTM D1559-89, Test method for resistance of plastic flow of bituminous mixtures using Marshall apparatus

    Google Scholar 

  19. ASTM D6927, Standard test method for Marshall Stability and Flow of asphalt mixtures.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Gurpreet Singh .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2023 Canadian Society for Civil Engineering

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Kahlon, S.S., Singh, G., Singh, G. (2023). Effect of Zycosoil as an Additive on VG30 Bitumenous Concrete. In: Walbridge, S., et al. Proceedings of the Canadian Society of Civil Engineering Annual Conference 2021 . CSCE 2021. Lecture Notes in Civil Engineering, vol 248. Springer, Singapore. https://doi.org/10.1007/978-981-19-1004-3_2

Download citation

  • DOI: https://doi.org/10.1007/978-981-19-1004-3_2

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-19-1003-6

  • Online ISBN: 978-981-19-1004-3

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics

Navigation