4.5 Article

Geotechnical properties of problematic expansive subgrade stabilized with xanthan gum biopolymer

期刊

ROAD MATERIALS AND PAVEMENT DESIGN
卷 24, 期 7, 页码 1869-1883

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TAYLOR & FRANCIS LTD
DOI: 10.1080/14680629.2022.2092027

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Problematic expansive subgrade; xanthan gum; unconfined compressive strength; elastic modulus; CBR; microstructural studies

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This article presents a comprehensive study on the efficacy of xanthan gum as a green construction material in treating problematic expansive subgrade. The results showed a reduction in soil plasticity with the increase in xanthan gum content and aging period. At 1.5% xanthan gum content, the treated soil exhibited significantly improved strength. Microstructural studies indicated that the bridging of soil particles with xanthan gum-hydrogel formation contributed to strength development.
This article presents a comprehensive study on the efficacy of xanthan gum (XG) biopolymer as a green construction material in treating problematic expansive subgrade. The soil was treated with various concentrations of XG (0, 0.5, 1.0, 1.5, 2.0, and 5.0%) considering long-term aging period (0, 4, 7, 14, 28, 60 and 365 days). The results showed a reduction in soil plasticity at a higher aging period with the increase in XG content. At 1.5% XG content the unconfined compressive strength, elastic modulus, resilient modulus, unsoaked and soaked CBR values of treated soil were notably increased by 5-10 orders of magnitude and regarded as optimum. Meanwhile, microstructural studies coupled with elemental analysis highlight the bridging of soil particles with stiff XG-hydrogel formation that contributes to strength development. Overall, XG-treatment exhibits an economical and sustainable solution for the treatment of problematic expansive subgrade.

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