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

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...

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Main Authors: Fatemeh Abbasi, Asskar Janalizadeh Choobbasti, Kaveh Roushan
Format: Article
Language:English
Published: Elsevier 2025-03-01
Series:Results in Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2590123025004992
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author Fatemeh Abbasi
Asskar Janalizadeh Choobbasti
Kaveh Roushan
author_facet Fatemeh Abbasi
Asskar Janalizadeh Choobbasti
Kaveh Roushan
author_sort Fatemeh Abbasi
collection DOAJ
description 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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spelling doaj.art-c2b74ef2ed8844d0a85bad2f7f4271662025-02-28T05:36:01ZengElsevierResults in Engineering2590-12302025-03-0125104419Advanced stabilization of clayey sand using xanthan gum: insights from multiscale evaluation and ultrasonic pulse velocity analysisFatemeh Abbasi0Asskar Janalizadeh Choobbasti1Kaveh Roushan2Department of Civil Engineering, Babol Noshirvani University of Technology, Babol, P.O.Box 484, IranCorresponding author.; Department of Civil Engineering, Babol Noshirvani University of Technology, Babol, P.O.Box 484, IranDepartment of Civil Engineering, Babol Noshirvani University of Technology, Babol, P.O.Box 484, IranThe 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.http://www.sciencedirect.com/science/article/pii/S2590123025004992Soil improvementBiopolymersXanthan gumUltrasonic pulse velocitySEM
spellingShingle Fatemeh Abbasi
Asskar Janalizadeh Choobbasti
Kaveh Roushan
Advanced stabilization of clayey sand using xanthan gum: insights from multiscale evaluation and ultrasonic pulse velocity analysis
Results in Engineering
Soil improvement
Biopolymers
Xanthan gum
Ultrasonic pulse velocity
SEM
title Advanced stabilization of clayey sand using xanthan gum: insights from multiscale evaluation and ultrasonic pulse velocity analysis
title_full Advanced stabilization of clayey sand using xanthan gum: insights from multiscale evaluation and ultrasonic pulse velocity analysis
title_fullStr Advanced stabilization of clayey sand using xanthan gum: insights from multiscale evaluation and ultrasonic pulse velocity analysis
title_full_unstemmed Advanced stabilization of clayey sand using xanthan gum: insights from multiscale evaluation and ultrasonic pulse velocity analysis
title_short Advanced stabilization of clayey sand using xanthan gum: insights from multiscale evaluation and ultrasonic pulse velocity analysis
title_sort advanced stabilization of clayey sand using xanthan gum insights from multiscale evaluation and ultrasonic pulse velocity analysis
topic Soil improvement
Biopolymers
Xanthan gum
Ultrasonic pulse velocity
SEM
url http://www.sciencedirect.com/science/article/pii/S2590123025004992
work_keys_str_mv AT fatemehabbasi advancedstabilizationofclayeysandusingxanthanguminsightsfrommultiscaleevaluationandultrasonicpulsevelocityanalysis
AT asskarjanalizadehchoobbasti advancedstabilizationofclayeysandusingxanthanguminsightsfrommultiscaleevaluationandultrasonicpulsevelocityanalysis
AT kavehroushan advancedstabilizationofclayeysandusingxanthanguminsightsfrommultiscaleevaluationandultrasonicpulsevelocityanalysis