Skip to main content

The Water-Repellent Ability of Road Pavement Material Stabilized with Synthetic and Natural Polymers

  • Conference paper
  • First Online:
Advances in Transportation Geotechnics IV

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 164))

  • 1054 Accesses

Abstract

Polymer-stabilized soil continues to be the widely used treatment technique for the road pavement materials. Based on the previous research, the uses of polymer in soil stabilization generally focused on strength and stiffness improvements. Nevertheless, the performance of pavement material is greatly influenced by the moisture ingress, temperature fluctuation, and climate change. In this research, the waterproof ability of soil stabilized with synthetic rubber and natural rubber was investigated. The natural rubber (NR) is one of the natural polymers, which is readily available in Thailand. The styrene butadiene rubber (SBR) is chosen to represent the synthetic rubber in this research. In addition, the performances of soil modified with styrene acrylic (SA) were also evaluated. The SBR and SA are popularly employed as the concrete superplasticizer; they are commonly used to improve the bond of cement paste and waterproof ability of structural concrete. In this research, the optimum dosages of SA, SBR, and NR were determined during the mix design phase. The strength and capillary rise tests of the stabilized soil were conducted and characterized. The images taken from scanning electron microscope were used to evaluate the micro-structural interaction of polymer-stabilized soils. Test results indicate that the synthetic polymers, SA, and SBR, can be used to enhance the strength performance of soil. However, the waterproof abilities of the synthetic polymer-stabilized soils and the compacted soil without stabilizing agent are similar. The NR-stabilized soil showed the poorest performances among the studied materials in this research. On the other hand, the highest 7-day strength and lowest capillary rise values were observed from the cement-stabilized specimen.

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

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 469.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 599.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 599.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Meyer M, Amekudzi A, O’Har JP (2010) Transportation asset management systems and climate change. Transp Res Rec 2160:12–20

    Article  Google Scholar 

  2. Meyer M, Weigel B (2011) Climate change and transportation engineering: preparing for a sustainable future. J Transp Eng 137(6):393–403

    Article  Google Scholar 

  3. Austroads (2004) Impact of climate change on road infrastructure. AP-R243, Austroads, Sydney, NSW

    Google Scholar 

  4. Austroads (2004) Pavement design—a guide to the structural design of road pavement (2nd revision). Austroads, Sydney, NSW

    Google Scholar 

  5. Austroads. Impact of climate change on road performance: updating climate information for Australia. AP-R358/10, Austroads, Sydney, NSW

    Google Scholar 

  6. Mills BN, Tighe SL, Andrey J, Parm S, Huen K (2007) The road well-traveled: implications of climate change for pavement infrastructure in Southern Canada. Final technical report, University of Waterloo, Canada

    Google Scholar 

  7. U.S. Climate Change Science Program (2008) Impacts of climate change and variability on transportation system and infrastructure: gulf coast study, phasel. Department of Transportation, Washington, D.C.

    Google Scholar 

  8. Jitsangiam P, Nikraz H (2013) Characteristics and performance of cement modified-base course material in Western Australia. J Mater Civ Eng 26(9):04014056. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000930

    Article  Google Scholar 

  9. Tillman R, Scotter D, Wallis M, Clothier B (1989) Water repellency and its measurement by using intrinsic sorptivity. Aust J Soil Res 27(4):637–644

    Article  Google Scholar 

  10. Raucah AF, Katz LE, Lijestrand HM (1993) An analysis of the mechanisms and efficacy of three liquid chemical soil stabilizers, vol 1. Texas Department of Transportation, Texas

    Google Scholar 

  11. Department of Highway (2017) Specification of natural rubber modified soil cement base course (in Thai). Bureau of materials, analysis and inspection, Department of Highway, Bangkok, Thailand

    Google Scholar 

  12. ASTM (2000) Standard test methods for compressive strength of molded soil-cement cylinders. ASTM D1633, ASTM International, West Conshohocken, PA

    Google Scholar 

  13. Nusit K, Jitsangiam P, Kodikara J, Bui HH, Leung GLM (2016) Advanced characteristics of cement-treated materials with respect to strength performance and damage evolution. J Mater Civ Eng 29(4):04016255

    Article  Google Scholar 

  14. Standard Australia (1996) Methods for sampling and testing aggregates Absorption, swell and capillary rise of compacted materials. AS 1143.53, Standard Australia, Sydney NSW

    Google Scholar 

Download references

Acknowledgements

The authors wish to express their gratitude to the Thailand Research Fund (TRF) scheme ‘TRF Research Grant for New Scholar (2019-2020)’ for the financial support in this project (MRG6280053). Special thanks are extended to the Dr. Nanticha Kalapat for the testing facilities and relevant information to this research. Moreover, the research team of the Civil Engineering Department at Naresuan University, Chiang Mai University and Khon Kaen University, Thailand are also gratefully acknowledged for providing overview guidance and valuable inputs into this work.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Korakod Nusit .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2022 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

Nusit, K., Jitsangiam, P., Chindaprasirt, P. (2022). The Water-Repellent Ability of Road Pavement Material Stabilized with Synthetic and Natural Polymers. In: Tutumluer, E., Nazarian, S., Al-Qadi, I., Qamhia, I.I. (eds) Advances in Transportation Geotechnics IV. Lecture Notes in Civil Engineering, vol 164. Springer, Cham. https://doi.org/10.1007/978-3-030-77230-7_53

Download citation

  • DOI: https://doi.org/10.1007/978-3-030-77230-7_53

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-77229-1

  • Online ISBN: 978-3-030-77230-7

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics