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

**Authors:** Ahmad M. Ebid, Shailendra Banne, Snehal U. Bobade, Raviraj Sorate

PMC · DOI: 10.1038/s41598-026-43269-2 · 2026-03-26

## TL;DR

This study explores using eco-friendly biopolymers to improve the strength and compressibility of laterite soil, offering a sustainable alternative to traditional stabilizers.

## Contribution

The study introduces xanthan gum and guar gum as effective eco-friendly biopolymers for laterite soil stabilization.

## Key findings

- 3% xanthan gum and 2% guar gum increased unconfined compressive strength by 321.40% and 241.05% after 28 days.
- Permeability decreased by 93.12% with xanthan gum and 96.96% with guar gum, indicating improved consolidation.
- Microstructural analysis showed formation of cementitious products and dense matrices enhancing soil integrity.

## 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.

## Full-text entities

- **Diseases:** swelling (MESH:D004487)
- **Chemicals:** XG (MESH:C002563), phosphorus (MESH:D010758), water (MESH:D014867), aluminum (MESH:D000535), montmorillonite (MESH:D001546), copper (MESH:D003300), biopolymer (MESH:D001704), nitrogen (MESH:D009584), GG (MESH:C007894), cellulose (MESH:D002482), CO2 (MESH:D002245), manganese oxides (MESH:C027424), lime (MESH:C016538), hydroxyl (MESH:D017665), K (MESH:D011188), aluminium oxides (MESH:D000537), CaCl2 (MESH:D002122), kaolin (MESH:D007616), iron (MESH:D007501), chlorine (MESH:D002713), polyethylene (MESH:D020959), oxygen (MESH:D010100), Carbon (MESH:D002244), Cr (MESH:D002857), lignin (MESH:D008031), hydrogen (MESH:D006859), manganese (MESH:D008345), calcium (MESH:D002118), polymer (MESH:D011108), GG biopolymer (-)
- **Species:** Cyamopsis tetragonoloba (cluster bean, species) [taxon 3832], Arachis hypogaea (goober, species) [taxon 3818], Oryza sativa (Asian cultivated rice, species) [taxon 4530]

## Figures

27 figures with captions in the complete paper: https://tomesphere.com/paper/PMC13031904/full.md

---
Source: https://tomesphere.com/paper/PMC13031904