April 7 - 11, 2025
Seattle, Washington
Symposium Supporters
2025 MRS Spring Meeting & Exhibit
SB06.01.03

Analyzing the Rheology of a Rhizobium Tropici-Produced Entangled Exopolysaccharide and Its Effect on Soil Stability

When and Where

Apr 7, 2025
9:15am - 9:30am
Summit, Level 3, Room 325

Presenter(s)

Co-Author(s)

Damien Crowley1,Yiwei Fang2,Miriam Rafailovich2

Wantagh High School1,Stony Brook University, The State University of New York2

Abstract

Damien Crowley1,Yiwei Fang2,Miriam Rafailovich2

Wantagh High School1,Stony Brook University, The State University of New York2
A promising strategy to combat erosion has recently emerged from a Rhizobium tropici-produced exopolysaccharide, which effectively transforms the mechanical properties of soil, reducing erosion1. Research has also uncovered that applying Rhizobium tropici-produced extracellular polymeric substance (EPS) enhances root and vegetation growth, offering prospective improvements in soil stability1. In addition, RT-EPS's prolific yielding, improvement of soil adhesion and nutrient and water retention, and biodegradability2 provide a sustainable and inexpensive method for curtailing erosion. However, the properties and influence of RT-biopolymer entanglement in gelled solutions remain largely uncertain, limiting the efficacy of its field utilization. Thus, this study aims to understand RT-EPS’s rheological characteristics and how these properties can improve basin and littoral soil stability. It was hypothesized that RT-EPS forms entanglement hydrogels, with higher biopolymer concentrations resulting in increased viscosity.
Gels of deionized water and RT-EPS concentrations (c) ranging from 0.1 mg/mL to 15 mg/mL were utilized to explore RT-EPS’s rheological properties. RT-EPS gel shear viscosity (Pa●s) (η) was plotted against the shear rate (s-1) from 0.001 s-1 to 94 s-1, and zero-shear viscosity values were determined. The flow curve of RT-EPS across all concentration regimes fits the classic Ostwald–de Waele relationship and revealed that biopolymer hydrogels exhibit shear thinning behavior, with the flow behavior index, (n), generally decreasing as RT-EPS concentration increases. Using the model ηsp = k(c)n, we determined that there is a superlinear relationship between solute concentration in RT-EPS hydrogels and gel viscosity, where ηsp ∼ c0.851 in the dilute regime, ηsp ∼ c2.88 in the semi-dilute regime, and ηsp ∼ c3.48 in the entangled regime. The shear rate sweep also revealed an overlap concentration (c*) of 1.875 ± 0.0125% wt% and an entanglement concentration (ce) of 4.5 ± 0.5%. This showed that RT-EPS hydrogel is an entangled polymer solution after c > 4.5 ± 0.5%.
A shear stress (τ) versus shear rate plot for 0.001 s-1 to 1000 s-1 revealed that RT-EPS data fits the Herschel-Bulkley equation and also demonstrates shear thinning behavior. A positive relationship between yield stress (τy) and RT-EPS concentration was also found.
We also performed a frequency sweep over an oscillation cycle (0.001 Hz ≤ f ≤ 50 Hz) at 25°C. Storage modulus (G’) and loss modulus (G’’) versus frequency curves showed that RT-EPS generally demonstrates solid-like behavior at lower frequencies and elastic behavior at higher frequencies. We also solved for the frequency when tanδ (G''/G') is equal to one to obtain the gel points for each sample. Plotting gel point versus concentration showed that the RT-EPS hydrogel gel point decreases with increasing concentration.
200 mL samples containing 160 mL of sand and 40 mL of gelled RT-EPS samples concentrated with 1 mg/mL, 3 mg/mL, and 5 mg/mL EPM were used for soil stability analysis. Compared to a control mixture of 160 ml sand and 40 ml DI water, samples containing RT-EPS presented consistently higher G’ values with the 5 mg/mL samples being stiffer until ≈ 0.4% strain, where all experimental samples began to follow very similar stiffness trends. We found that RT-EPS could strengthen the soil as G’ increases with increasing RT-EPS concentration. Future work includes further soil stability testing.
We would like to thank the Louis Morin Charitable Trust and the US Army Corps of Engineers (EDRC) for supporting (W912HZ-20-2-0054) this research.

1Luo, H., et. al (2022). Forestry Research and Engineering International Journal, 5(1), 17–20. https://doi.org/10.15406/freij.2022.05.00102
2Larson, S., et. al (2016). U.S. Army Engineer Research and Development Center. https://apps.dtic.mil/sti/pdfs/AD1011606.pdf.

Keywords

viscoelasticity

Symposium Organizers

Michael Rubinstein, Duke University
Miriam Rafailovich, SUNY-Stony Brook
Wilson Lee, Estee Lauder Corporation
Steven Larson, US Army Corps of Engineers

Session Chairs

Eugenia Kumacheva
Aaron Sloutski

In this Session