Influence of a Geotextile Made from Pineapple Leaf Fiber on Sandy-Clay Soils

International Journal of Civil Engineering
© 2025 by SSRG - IJCE Journal
Volume 12 Issue 12
Year of Publication : 2025
Authors : Yvette S. TANKPINOU KIKI, Serge Pierre QUENUM, YABI Crespin, Mohamed GIBIGAYE
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How to Cite?

Yvette S. TANKPINOU KIKI, Serge Pierre QUENUM, YABI Crespin, Mohamed GIBIGAYE, "Influence of a Geotextile Made from Pineapple Leaf Fiber on Sandy-Clay Soils," SSRG International Journal of Civil Engineering, vol. 12,  no. 12, pp. 94-101, 2025. Crossref, https://doi.org/10.14445/23488352/IJCE-V12I12P109

Abstract:

In response to the need for new high-performance materials in the road construction sector, this work focused on a geotextile made from Pineapple Leaf Fibres (FIFA) as reinforcement in four soil matrices of type A1 and A2 bar soil. An evaluation of the performance of soil-geotextile composite materials led to the conclusion. For all four soils, the loss of CBR value after immersion decreased very little with the incorporation of geotextiles. This incorporation of geotextiles in FiFA significantly improved the soil bearing capacity even after 96 hours of immersion. For all types of soil, the ability of geotextiles to improve the mechanical characteristics of soils, even in contact with water, has been demonstrated. In summary, geotextiles made from pineapple leaf fibers represent an ecological and sustainable alternative to traditional synthetic geotextiles because they have demonstrated good mechanical performance when incorporated into soils in dry and humid conditions, with the corollary benefits in terms of material reduction, costs, and environmental impact.

Keywords:

Plant fibers, Composite materials, CBR index, Immersion.

References:

[1] Florie Dejeant, Philippe Garnier, and Thierry Joffroy, “Local Materials, Materials of the Future,” CRAterre, pp. 1-101, 2021.
[Google Scholar] [Publisher Link]
[2] Eloïse Karelle Zodekon, “Development of a Clay Matrix Composite Reinforced by Palm Kernel Shells for use as A Base Layer for Low Traffic Roads,” University of Abomey-Calavi, Benin, 2019.
[Google Scholar]
[3] Santosh Sadashiv Todkar, and Suresh Abasaheb Patil, Review on Mechanical Properties Evaluation of Pineapple Leaf Fibre (PALF)
Reinforced Polymer Composites, Composites,” Composites Part B: Engineering , vol. 174, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[4] Opeoluwa Fadele et al., “Characterization of Raffia Palm Fiber for Use in Polymer Composites,” Journal of Wood Science, vol. 64, no. 5, pp. 650-663, 2018.
[CrossRef] [Google Scholar] [Publisher Link]
[5] Fauziah Ahmad, Farshid Bateni, and Mastura Azmi, “Performance Evaluation of Silty Sand Reinforced with Fibres,” Geotextiles and Geomembranes, vol. 28, no. 1, pp. 93‑99, 2010.
[CrossRef] [Google Scholar] [Publisher Link]
[6] Zineb Samouh, “Textiles Made From Natural Fibers of Moroccan Origin for Composite Materials Applications,” Doctoral Thesis, Centrale Lille Institute, Chouaïb Doukkali University, 2021.
[Google Scholar] [Publisher Link]
[7] Chaimae Laqraa et al., “Development of Woven and Quasi Unidirectional Reinforcement Fabrics with Hemp Fibres: Study of Mechanical and Preforming Behaviors,” International Journal of Material Forming, vol. 16, no. 1, 2022.
[CrossRef] [Google Scholar] [Publisher Link]
[8] Armel Babatoundé Laibi, “Hygro Thermo Mechanical Behavior of Structural Materials for Construction Combining Kenaf Fibers
with Clay Soils ,,” Doctoral Thesis, University of Abomey Calavi UAC, Benin, 2017.
[Google Scholar] [Publisher Link]
[9] KhelifI Zakia, “Contribution to the Study of the Behavior of Reinforced Soils Under Static and Dynamic Stresses: Applications to Reinforced Earth Structures,” Doctoral Thesis, University of Tlemcen, 2017.
[Google Scholar] [Publisher Link]
[10] NF EN ISO 17892-4 : Geotechnical Investigation and Testing - Laboratory Testing of Soils - Part 4: Determination of Particle Size Distribution, AFNOR, 2018. [Online]. Available: https://www.boutique.afnor.org/fr-fr/norme/nf-en-iso-178924/reconnaissance-et-essais-geotechniques-essais-de-laboratoire-sur-les-sols-p/fa166662/80069
[11] NF EN ISO 17892-12 : Geotechnical Investigation and Testing - Laboratory Testing of Soils - Part 12: Determination of Liquid and Plastic Limits, AFNOR, 2018. [Online]. Available: https://www.boutique.afnor.org/fr-fr/norme/nf-en-iso-1789212/reconnaissance-et-essais-geotechniques-essais-de-laboratoire-sur-les-sols-p/fa187930/84021
[12] NF P 11-300 : Execution of Earthworks - Classification of Materials Usable in the Construction of Embankments and Subgrade Layers for Road Infrastructure, AFNOR, 1992. [Online]. Available: https://www.boutique.afnor.org/fr-fr/norme/nf-p11300/execution-des-terrassements-classification-des-materiaux-utilisables-dans-l/fa024714/10537
[13] NF P 94-093 : Soils: Investigation and Testing - Determination of Material Compaction References - Standard Proctor Test - Modified Proctor Test, AFNOR, 2014. [Online]. Available: https://www.boutique.afnor.org/fr-fr/norme/nf-p94093/sols-reconnaissance-et-essais-determination-des-references-de-compactage-du/fa185491/43924
[14] NF P 94-078 : Soils: Investigation and Testing - CBR Index after Immersion. Immediate CBR Index. Immediate Bearing Index - Measurement on a Sample Compacted in the CBR Mold, AFNOR, 2014. [Online]. Available: https://www.boutique.afnor.org/fr-fr/norme/nf-p94078/sols-reconnaissance-et-essais-indice-cbr-apres-immersion-indice-cbr-immedia/fa042054/11055
[15] LCPC-SETRA, Technical Guide to Road Earthworks, Construction of Embankments and Subgrade Layers, 2nd ed., 2000.
[16] Amina Bougueroua, Effect of Geosynthetic Geogrid Reinforcement on the Mechanical Behavior of a Clay Material, Material,” CFM 2013
21 st French Congress of Mechanics , 2013.
[Google Scholar] [Publisher Link]
[17] Amidou Sere, Structures Reinforced with Top-Loaded Geotextiles: Behavior and Dimensioning,” Doctoral Thesis, National School of Bridges and Roads, 1995.
[Google Scholar] [Publisher Link]
[18] Nawel Aouali, “Laboratory Study of the Contribution of Geotextiles to Improving the Resistance of Silty Soils (Experimentation and Modeling),” Doctoral Theses, Saad Dahleb University BlidaLab, 2020.
[Publisher Link]
[19] Maria Quaresma, “Behavior and Modeling of an Embankment on Soft Soils Reinforced with Geotextile ,,” Doctoral Thesis, Joseph
Fourier University, 1992.
[Google Scholar] [Publisher Link]