Chapter
May 16, 2024

Characterizing Optimum Water Content of Biopolymer-Treated Sand

Publication: World Environmental and Water Resources Congress 2024

ABSTRACT

Breaching associated with overtopping is a prevalent cause of earthen dam failure that has triggered widespread flood-related damage. Reducing sediment erodibility is critical to mitigate the risk of embankment failure. Traditionally, sediment properties are improved mechanically or chemically. However, chemical additives have drawbacks, such as altering soil properties or introducing toxicity. Recent studies have considered the use of biopolymers, like xanthan gum, to enhance sediment properties with limited adverse effects. While geotechnical tests have shown that biopolymers can bolster soil strength, biopolymer impacts on soil erodibility and resistance in real-world conditions remain uncertain. Experiments are in progress at the University of South Carolina Hydraulics Laboratory to investigate erodibility of xanthan gum-treated sand and its relation to flow velocity. Factors examined include optimum water content, biopolymer concentration, average flow velocity, and erosion rate. This paper presents results describing how optimum water content varies with silt and gum content. In particular, optimum water content of sand-xanthan gum mixtures increases with biopolymer concentration. In sand-silt mixtures, optimum water content is highest, and it does not vary with xanthan gum concentration.

Get full access to this chapter

View all available purchase options and get full access to this chapter.

REFERENCES

Abdelaziz, S., et al. 2019. “Biopolymer-Stabilized Earth Materials for Resilient and Adaptable Infrastructures.” https://commons.library.stonybrook.edu/civileng-articles/1.
ASTM. 2021. “Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort.” 08(Reapproved 1989): 3–4. https://www.astm.org/d0698-12r21.html.
Chang, I., et al. 2020. “Review on Biopolymer-Based Soil Treatment (BPST) Technology in Geotechnical Engineering Practices.” Transportation Geotechnics 24(June): 100385. https://doi.org/10.1016/j.trgeo.2020.100385.
Chang, I., J. Im, and G. C. Cho. 2016. “Introduction of Microbial Biopolymers in Soil Treatment for Future Environmentally-Friendly and Sustainable Geotechnical Engineering.” Sustainability (Switzerland) 8(3).
Chang, I., J. Im, A. K. Prasidhi, and G. C. Cho. 2015. “Effects of Xanthan Gum Biopolymer on Soil Strengthening.” Construction and Building Materials 74(January): 65–72.
Costa, J. E. 1985. 2 U.S. Geological Survey Floods from Dam Failures.
Powledge, G. R., D. C. Ralston, P. Miller, Y. H. Chen, P. E. Clopper, and D. M. Temple. 1989. “Mechanics of Overflow Erosion on Embankments. I: Research Activities.” Journal of Hydraulic Engineering 115(8): 1040–55.
Ko, D., and J. Kang. 2018. “Experimental Studies on the Stability Assessment of a Levee Using Reinforced Soil Based on a Biopolymer.” Water (Switzerland) 10(8).
Powledge, G. R., et al. 1989. “Mechanics of overflow erosion on embankments. II : Hydraulic and design considerations.” Journal of Contemporary Water Research & Education 115(8): 1056–75.
Wu, W. 2011. “Earthen Embankment Breaching.” Journal of Hydraulic Engineering 137(12): 1549–64. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000498.

Information & Authors

Information

Published In

Go to World Environmental and Water Resources Congress 2024
World Environmental and Water Resources Congress 2024
Pages: 906 - 911

History

Published online: May 16, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Edwin Kotey [email protected]
1Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC. Email: [email protected]
Matthew J. Czapiga, Ph.D.
2Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC
Oru-Ntui Nkiri
3Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC
Hanif Chaudhry, Ph.D.
4Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC
Enrica Viparelli, Ph.D.
5Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$286.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$286.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share