Advanced stabilization of clayey sand using xanthan gum: insights from multiscale evaluation and ultrasonic pulse velocity analysis

• Significant enhancement in compressive strength using just 0.25 % xanthan gum. • Indirect tensile strength tests confirm improved tensile properties of soil with xanthan gum. • Ultrasonic pulse velocity indicates substantial increases in stiffness. • Positive impact of xanthan gum on brittleness, stiffness, and energy absorption in stabilized clayey sand. • SEM reveals interactions within soil structure, supporting improvements observed in various tests. The increasing demand for sustainable civil engineering solutions requires balancing present-day infrastructure needs with environmental preservation for future generations. This study explores the potential of xanthan gum, an eco-friendly biopolymer, for stabilizing clayey sand as an alternative to traditional soil stabilizers. Various concentrations of xanthan gum (0.25 % to 1.5 %) and curing durations (7, 14, and 28 days) were evaluated using standard geotechnical testing methods, including compaction, unconfined compressive strength (UCS), indirect tensile strength (ITS), ultrasonic pulse velocity (UPV), and scanning electron microscopy (SEM) analysis. The soil samples comprised 80 % poorly graded sand and 20 % high-plasticity clay. Results showed a significant improvement in soil properties, with just 0.25 % xanthan gum after a 7-day curing period leading to notable increases in UCS and tensile strength. However, further increases in xanthan gum concentration yielded diminishing returns in strength enhancement. Extending the curing time from 7 to 28 days improved compressive strength and stiffness. Additionally, xanthan gum-enhanced samples exhibited increased energy absorption, stiffness, and brittle behavior, forming a denser soil matrix and improving the particle bonding, supported by UPV results and SEM imagery. Also, the relationship between the stiffness from UCS tests and the ultrasonic pulse velocity was obtained. The findings underscore xanthan gum's potential as a sustainable and effective soil stabilizer for geotechnical applications.

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Publication Details

Journal
Results in Engineering
Published
2025-02-18
DOI
https://doi.org/10.1016/j.rineng.2025.104419
Citations
15
Primary Topic
Microbial Applications in Construction Materials
Type
article
Field-Weighted Citation Impact
11.99
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article

Advanced stabilization of clayey sand using xanthan gum: insights from multiscale evaluation and ultrasonic pulse velocity analysis

Asskar Janalizadeh Choobbasti, Kaveh Roushan, Fatemeh Abbasi
15 citations
Results in Engineering
Microbial Applications in Construction Materials
11.99
article

Advanced stabilization of clayey sand using xanthan gum: insights from multiscale evaluation and ultrasonic pulse velocity analysis

Asskar Janalizadeh Choobbasti, Kaveh Roushan, Fatemeh Abbasi
article en
15 citations

Abstract

• Significant enhancement in compressive strength using just 0.25 % xanthan gum. • Indirect tensile strength tests confirm improved tensile properties of soil with xanthan gum. • Ultrasonic pulse velocity indicates substantial increases in stiffness. • Positive impact of xanthan gum on brittleness, stiffness, and energy absorption in stabilized clayey sand. • SEM reveals interactions within soil structure, supporting improvements observed in various tests. The increasing demand for sustainable civil engineering solutions requires balancing present-day infrastructure needs with environmental preservation for future generations. This study explores the potential of xanthan gum, an eco-friendly biopolymer, for stabilizing clayey sand as an alternative to traditional soil stabilizers. Various concentrations of xanthan gum (0.25 % to 1.5 %) and curing durations (7, 14, and 28 days) were evaluated using standard geotechnical testing methods, including compaction, unconfined compressive strength (UCS), indirect tensile strength (ITS), ultrasonic pulse velocity (UPV), and scanning electron microscopy (SEM) analysis. The soil samples comprised 80 % poorly graded sand and 20 % high-plasticity clay. Results showed a significant improvement in soil properties, with just 0.25 % xanthan gum after a 7-day curing period leading to notable increases in UCS and tensile strength. However, further increases in xanthan gum concentration yielded diminishing returns in strength enhancement. Extending the curing time from 7 to 28 days improved compressive strength and stiffness. Additionally, xanthan gum-enhanced samples exhibited increased energy absorption, stiffness, and brittle behavior, forming a denser soil matrix and improving the particle bonding, supported by UPV results and SEM imagery. Also, the relationship between the stiffness from UCS tests and the ultrasonic pulse velocity was obtained. The findings underscore xanthan gum's potential as a sustainable and effective soil stabilizer for geotechnical applications.

Results in EngineeringVol. 25
Babol Noshirvani University of Technology (IR)
Openalex Percentile: Top 1%
Microbial Applications in Construction Materials
11.99
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