Enhancing Strength and Durability of Fine-Grained Soils with Persian Gum Biopolymer and Glass Fibers under Freeze–Thaw Cycles

This study explores a novel stabilization technique combining Persian gum (PG), an eco-friendly biopolymer, and glass fiber (GF) to enhance the strength and durability of fine-grained soils under freeze–thaw (F–T) cycles. Specimens were prepared at maximum dry density (MDD) with varying PG and GF contents, cured for 0, 7, or 14 days, and subjected to 0, 5, 7, or 10 F–T cycles. Tests included Standard Proctor compaction, Scanning Electron Microscopy (SEM), Unconfined Compressive Strength (UCS), and Direct Shear (DS). Results demonstrated that GF significantly improved durability, ductility, and strength by enhancing interparticle interaction and friction angle. The results indicated that at an optimum GF content of 1%, UCS and E₅₀ increased by up to 35%. Also, after 10 F–T cycles, UCS decreased by 46% for untreated soil and 36% for treated soil. PG enhanced cohesion through interparticle bonding, which was curing-time-dependent. Specimens with 2.5% PG (optimum content) showed a 133% UCS increase after 14 days of curing but a 9% reduction after 5 F–T cycles, with 70% of total UCS loss occurring in the first 5 cycles. The tests indicated that formation of large and stable soil-PG-GF matrix with improved rigidity, strength, and F–T resistance. The results demonstrated that the suggested soil stabilization method, which utilizes low-cost, eco-friendly materials, was effective.

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Publication Details

Journal
Geotechnical and Geological Engineering
Published
2025-05-28
DOI
https://doi.org/10.1007/s10706-025-03179-y
Citations
2
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
Field-Weighted Citation Impact
1.91

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article

Enhancing Strength and Durability of Fine-Grained Soils with Persian Gum Biopolymer and Glass Fibers under Freeze–Thaw Cycles

Arash Adib, Akhmad Safi'i, Masoud Oulapour
2 citations
Geotechnical and Geological Engineering
Geotechnical Engineering and Soil Stabilization
1.91
article

Enhancing Strength and Durability of Fine-Grained Soils with Persian Gum Biopolymer and Glass Fibers under Freeze–Thaw Cycles

Arash Adib, Akhmad Safi'i, Masoud Oulapour
article en
2 citations

Abstract

This study explores a novel stabilization technique combining Persian gum (PG), an eco-friendly biopolymer, and glass fiber (GF) to enhance the strength and durability of fine-grained soils under freeze–thaw (F–T) cycles. Specimens were prepared at maximum dry density (MDD) with varying PG and GF contents, cured for 0, 7, or 14 days, and subjected to 0, 5, 7, or 10 F–T cycles. Tests included Standard Proctor compaction, Scanning Electron Microscopy (SEM), Unconfined Compressive Strength (UCS), and Direct Shear (DS). Results demonstrated that GF significantly improved durability, ductility, and strength by enhancing interparticle interaction and friction angle. The results indicated that at an optimum GF content of 1%, UCS and E₅₀ increased by up to 35%. Also, after 10 F–T cycles, UCS decreased by 46% for untreated soil and 36% for treated soil. PG enhanced cohesion through interparticle bonding, which was curing-time-dependent. Specimens with 2.5% PG (optimum content) showed a 133% UCS increase after 14 days of curing but a 9% reduction after 5 F–T cycles, with 70% of total UCS loss occurring in the first 5 cycles. The tests indicated that formation of large and stable soil-PG-GF matrix with improved rigidity, strength, and F–T resistance. The results demonstrated that the suggested soil stabilization method, which utilizes low-cost, eco-friendly materials, was effective.

Geotechnical and Geological EngineeringVol. 43(5)
Shahid Chamran University of Ahvaz (IR)
Ministry of Science Research and Technology
Zero hunger
Openalex Percentile: Top 15%
Geotechnical Engineering and Soil Stabilization
1.91
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