Evidence map›Paper›PMID 41888302›Full record

ArticleScientific reports2026

Improving engineering properties of laterite soil using eco-friendly biopolymers: a study on strength and compressibility.

Ahmad M Ebid, Shailendra Banne, Snehal U Bobade, Raviraj Sorate

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Article in Scientific reports, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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0citing papers in PubMed
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1 · What the graph read from it

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2 · The registry

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3 · Its place in the literature

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4 · The record

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5 · Who and what money

Authors and funding

4 authors.

Ahmad M EbidFuture University in Egypt, Cairo, Egypt. ahmed.abdelkhaleq@fue.edu.eg.
Shailendra BanneDepartment of Civil Engineering, Pimpri Chinchwad College of Engineering, Pune, 411044, India. bannemtech@gmail.com.
Snehal U BobadeDepartment of Civil Engineering, COEP Technological University, Pune, 411005, India.
Raviraj SorateDepartment of Civil Engineering, Anantrao Pawar College of Engineering and Research, Pune, 411009, India.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

In recent years, there has been a growing focus on sustainable and eco-friendly alternatives to conventional chemical stabilizers for improving problematic soils. This study investigates the stabilization of laterite soil using eco-friendly biopolymers xanthan gum (XG) and guar gum (GG) to enhance its engineering properties. Soil samples treated with 1% to 4% biopolymer dosages were tested after curing periods ranging from 3 to 28 days. Laboratory evaluations included Unconfined Compressive Strength (UCS), permeability, and consolidation tests, along with microstructural analyses using XRD. The results demonstrated significant improvements in strength, reduced permeability, and enhanced microstructural integrity, confirming the potential of XG and GG as sustainable soil stabilizers. Results reveal that 3% XG and 2% GG are the optimum concentrations, yielding maximum UCS improvements of 321.40% and 241.05% after 28 days, respectively. Permeability reduced significantly by 93.12% for 3% XG and 96.96% for 2% GG, while void ratio decreased from 0.807 to 0.4803 and 0.454, indicating enhanced consolidation. Microstructural analysis confirmed formation of cementitious products and dense matrices contributing to strength gains. The findings of this study provide practical insights into using biopolymers as green stabilizing agents to enhance the strength of laterite soils for sustainable geotechnical applications.

Indexed as

BiopolymersConstruction MaterialsPolysaccharidesSoilCompressive StrengthGalactansGreen Chemistry TechnologyMannansPlant GumsPolysaccharides, BacterialX-Ray DiffractionBiopolymersGalactansguar gumMannansPlant GumsPolysaccharidesPolysaccharides, BacterialSoilxanthan gumBiopolymersCBRCompressibilityGuar gumLaterite soilUCSXanthan gumXRD analysis

Identifiers

PMID41888302
PMCPMC13031904

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.