Mechanical behavior of sandy soil reinforced with naturals and synthetics fibers: A laboratory study
DOI:
https://doi.org/10.7764/RDLC.25.1.50Keywords:
Sand, shear strength, fibers content, relative density, mechanical behavior, sand–fiber mixture.Abstract
This paper presents a laboratory study of the effect of naturals (hemp fibers) and synthetics fibers (glass fibers) on the mechanical behavior of sandy soil (natural Chlef sand). A series of shear direct tests were carried out on medium dense (RD= 50%) and dense (RD= 80%) Chlef samples sand with different naturals and synthetics content fibers ranging from 0, 0.25, 0.5, 0.75 and 1% and under three normal stress of 50, 100 and 200 kPa. The test results show that the addition of fibers has a significant effect on the shear strength of the sand-fiber mixture, however, this shear strength increases with the increase of the fibers content, the normal stress applied and the relative density until up an optimal fibers content of 0.5% for the glass fibers and 0.75% for the hemp fibres. Beyond these optimal fibres content, the shear strength decreases. The internal friction angle and the cohesion are significantly influenced by the fibres content.
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References
Al-Refeai T (1991) Behavior of granular soils reinforced with discrete randomly oriented inclusions. Geotext and Geomembr, 10:319‑333.
Aksu Alcan, B., and Çelik, S. (2023). The Effect of Different Fiber Reinforcement on Bearing Capacity under Strip Foundation on the Sand Soil: An Experimental Investigation. Applied Sciences, 13(17), 9769. https://doi.org/10.3390/app13179769
Araya-Letelier, G., Concha-Riedel, J., Antico, F. C., & Sandoval, C. (2019). Experimental mechanical-damage assessment of earthen mixes reinforced with micro polypropylene fibers. Construction and Building Materials, 198, 762-776.
ASTM-D3080 (2005). Standard test method for direct shear test of soils under consolidated drained conditions. American Society for Testing and Materi-als, Annual Book of ASTM Standard: ASTM Internationa. West Conshohocken, PA.
Bouaricha L, Henni AD (2019) Combined effect of layers number and the glass fiber type on the shear strength characteristics of Chlef sandy soil. Iranian Jour of Scie and Techn, Transactions of Civil Engineering, 44(1):107-114.
Bouaricha L, Henni AD, Lancelot L (2017) A laboratory investigation on shear strength behavior of sandy soil: effect of glass fiber and clinker residue content. Studia Geotech et Mecha, 39(4): 3-15.
Bouri D, Krim A, Brahim A, Arab A (2019) Shear strength of compacted Chlef sand: Effect of water content, fines content and others parameters. Studia Geotech et Mechan, 42(1):18-35. https://doi.org/10.2478/ sgem-2019-0027.
Bouri D, Krim A, Brahimi A, Belhassena FZ, Krim A, Arab A, Najser J, Mašín D (2023) Implementation of an Advanced Constitutive Models for Fine‑Grained Soils, Geotechnical and geological engineering, https://doi.org/10.1007/s10706-023-02465-x
Bouri, D.E., Belabbaci, Z., Belhassena, F.Z., Brahimi, A., et al. (2024) Experimental and numerical analysis of reinforced landslide in static and dynamic conditions. Arabian Journal for Science and Engineering, 50, 13323–13342. https://doi.org/10.1007/s13369-024-09727-7
Bouri Djamel Eddine, Abdelkader Brahimi, Abdallah Krim, Ahmed Arab, Jan Najser, David Mašín (2021). Compression behaviour of Chlef sand and transition of fines content using pressure-dependent maximum void ratios of sand, Geotechnical and geological engineering, DOI: 10.1007/s10706-021-01985-8
Boutaraa. Z, Arab. A, Chemmam. M, Brahimi. A, (2020). “Use of densification process to resolve soil deformation in Chlef city (Algeria)’’, Arabian Jour-nal of Geosciences, DOI: https://doi.org/10.1007/s12517-020-06059-2.
Brahim, A., Arab, A., Belkhatir, M., Shahrour, I. (2016). Laboratory Study of Geotextiles Performance on Reinforced Sandy Soil. Journal of Earth Sci-ence, 27(6), 1060–1070.
Brahim. A, Arab.A, Marwan.S, Shahrour.I, “Laboratory Investigation of the Influence of Geotextile on the Stress–Strain and Volumetric Change Behav-ior of Sand’’, Geo tech Geol Eng, DOI: 10.1007/s10706-018-0446-6, (2018)
Brahimi Abdelkader, Bouri Djamel Eddine, Boutaraa Zohra, Nougar Benali, Krim Abdellah, Chemmam Mohammed, Arab Ahmed (2022). Numerical and experimental study on the effect of fiber reinforcement on the shear strength and hydraulic conductivity of Chlef soil, Innovative Infrastructure Solutions, https://doi.org/10.1007/s41062-022-01011-7
Chen CW, Loehr JE (2008) Undrained and drained triaxial tests of fiber-reinforced sand. Proceedings of the 4th Asian Regional Conference on Geosyn-thetics, Shanghai, 114‑120.
Consoli CN, Montardo PJ, Prietto MDP, Pasa SG (2002) Engineering behaviour of a sand reinforced with plastic waste. Jour of Geotech and Geoenvir Engin, 128(6):462-472.
Consoli NC, Heineck KS, Casagrande MDT, Coop MR (2007) Shear strength behavior of fiber reinforced sand considering triaxial tests under distinct stress paths. Jour of Geotech and Geoenvir Engin, 133(11):1466-1469.
Consoli NC, Prietto PD and Ulbrich LA (1998) Influence of fiber and cement addition on behavior of sandy soil. Jour of Geotech and Geoenvir Engin, 124(12):1211-1214.
Consoli NC, Vendruscolo MA, Fonini A, Rosa FD (2009) Fiber reinforcement effects on sand considering a wide cementation range. Geotext and Ge-omembr, 27(3):196‑203.
Dev L, Pillai RJ, Robinson RG (2016) Drained angle of internal friction from direct shear and triaxial compression tests. Int J Geotech Eng. https:// doi. org/ 10. 1080/ 19386 362. 2015. 11337 54
Diambra A, Ibraim E, Muir Wood D, Russell AR (2010) Fibre reinforced sands: experiments and modelling. Geotext and Geomembr, 28(3):238‑250.
Eldesouky HM, Morsy MM, Mansour MF (2016) Fiber-reinforced sand strength and dilation characteristics. Ain Shams Engin Jour, 7(2):517-526.
Ghavami K, Toledo Filho RD, Barbosa NP (1999) Behaviour of composite soil reinforced with natural fibers. Cement and Concrete Compos, 21(1):39-48.
Gray DH, Al-Refeai T (1986) Behavior of fabric versus fiber-reinforced sand. Jour of Geotech Engin, 112(8):804‑820.
Gray DH, Ohashi H (1983) Mechanics of fiber reinforcement in sand. Jour of Geotechl Engin, 109(3):335‑353.
Gümüşer, C., and Şenol, A. (2014). Effect of fly ash and different lengths of polypropylene fibers content on the soft soils. International Journal of Civil Engineering, 12(2), 167–178.
Harikumar M, Sankar N, Chandrakaran S (2015) Response of sand reinforced with multi-oriented plastic Hexa-Pods. Soil Mechan and Found Engin, 52(4):211‑217.
Ibraim E, Diambra A, Muir Wood D, Russel AR (2010) Static liquefaction of fibre reinforced sand under monotonic loading. Geotext and Geomembr, 28(4):374‑385.
Karimah, A., Ridho, M. R., Munawar, S. S., Adi, D. S., Ismadi, R., Damayanti, R., Subiyanto, B., Fatriasari, W., and Fudholi, A. (2021). A review on natural fibers for development of eco-friendly bio-composite: characteristics, and utilizations. Journal of Materials Research and Technology, 14, 856–884. https://doi.org/10.1016/j.jmrt.2021.06.014
Krim A, Brahimi A, Arab A, Bouri DE and Sadek M (2021), A laboratory study of shear strength of partially saturated sandy soil, Geomechanics and Geoengineering, doi.org/10.1080/17486025.2020.1864034
Krim, A.; Arab, A.; Chemmam M. ; Brahim A. ; Sadek M. ; Shahrour I.: Experimental study on the liquefaction resistance of sand–clay mixtures: Effect of clay content and grading characteristics. Marine Georesources and Geotechnology, (2017). doi.org/10.1080/1064119X.2017.1407974, (2017)
Latha GM, Murthy VS (2007) Effects of reinforcement form on the behaviour of geosynthetic reinforced sand. Geotext and Geomembr, 25(1):23-32.
Liu J, Wang G, Kamai T, Zhang F, Yang J (2011) Static liquefaction behavior of saturated fiber-reinforced sand in undrained ring-shear tests. Geotext and Geomembr, 29(5):462-471.
Liu J, Wang Y, Kanungo DP, Wei J, Bai Y, Li D, Lu Y (2019) Study on the Brittleness Characteristics of Sand Reinforced with Polypropylene Fiber and Polyurethane Organic Polymer. Fibers and Polymers, 20(3), 620-632. DOI :10.1007/s12221-019-8779-1
Maher MH, Gray DH (1990) Static response of sands reinforced with randomly distributed fibers. Jour of Geotech Engin, 116(11):1661-1677.
Mattone R (2005) Sisal fibre reinforced soil with cement or cactus pulp in bahareque technique. Cement and Concrete Compos, 27(5):611-616.
Medina-Martinez, C. J., Sandoval-Herazo, L. C., Zamora-Castro, S. A., Vivar-Ocampo, R., and Reyes-Gonzalez, D. (2022). Natural Fibers: An Alternative for the Reinforcement of Expansive Soils. Sustainability, 14(15), 9275. https://doi.org/10.3390/su14159275
Michalowski RL (1997) Limit stress for granular composites reinforced with continuous filaments. Jour of Engin Mechan, 123(8):852-859.
Michałowski RL, Cermák J (2003) Triaxial compression of sand reinforced with fibers. Jour of Geotech and Geoenvir Engin, 129(2):125-136.
Mishaal, F. Z., and Aldaood, A. H. (2023). Soil Reinforcement with Synthetic Fibers and Plastic Waste Materials: A Review. Al-Rafidain Engineering Journal, 31(3), 1–15. https://rengj.mosuljournals.com/article_181034.html
Mujah D, Ahmad F, Hazarika H, and Safari A (2013) Evaluation of the mechanical properties of recycled glass fibers-derived three dimensional geo-material for ground improvement. Jour of cleaner prod, 52: 495-503.
Murray JJ, Frost JD, Wang Y (2000) Behaviour of a sandy silt reinforced with discontinuous recycled fiber inclusions. Jour of the Transp Research Board, 1714(1):9-17.
Navagire, O. P., Srinivasan, V., Patel, A., & Gowrisankar, D. (2025). Stabilization of expansive soils using poly-propylene fiber for enhanced engineering properties: A study on black cotton soils from India. Indian Geotechnical Journal, 1-17.
Noorzad, R., and Zarinkolaei, S. (2015). Comparison of Mechanical Properties of Fiber-Reinforced Sand under Triaxial Compression and Direct Shear. Open Geosciences, 7. doi: 10.1515/geo-2015-0041
Nougar Benali and Brahimi Abdelkader and Bouri Djamel Eddine and Ahmed Arab and Ismail Benessalah (2021) Laboratory Investigation into the Effect of Fines Plasticity on the Mechanical Behavior of Sand/Fines Mixtures, Transportation Infrastructure Geotechnology https://doi.org/10.1007/s40515-020-00144-5
Nougar Benali, Bouri Djamel Eddine, Brahimi Abdelkader, Belhassena Fatima Zohra, Arab Ahmed (2022). Effect of plastic fine and non‑plastic fine on the compressibility behavior of granular material, Arabian Journal of Geosciences, https://doi.org/10.1007/s12517-022-10980-z
Paul, S., Sikder, T., & Mim, M. (2025). Stabilization of expansive soil through MICP and jute fiber reinforcement: strength and shrink-swell analysis. Bulletin of Engineering Geology and the Environment, 84(3), 135.
Prabakar J, Sridhar RS (2002) Effect of random inclusion of sisal fiber on strength behaviour of soil. Construc and Build mater, 16(2):123-131.
Praveen Kumar, G., Swami, S., Ravikant, M. (2006). Behavior of fibre reinforced sand in different test conditions. Indian Geotechnical Journal, 36(3):272-282.
Ranjan G, Vasan RM, Charan HD (1994) Behavior of plastic fiber reinforced sand. Geotex and Geomembr, 13:555-565.
Romero RJ (2003) Development of a constitutive model for fiber-reinforced soils. Dissertation submitted in partial fulfillment for the requirements of the Doctoral Degree, University of Missouri-Columbia.
Sadek S, Najjar SS, Freiha F (2010) Shear strength of fiber reinforced sands. Jour Geotech Geoenvir Engin, ASCE, 136(3): 490-499.
Senol, A., (2012). Effect of fly ash and polypropylene fibres content on the soft soils. Bulletin of Engineering Geology and the Environment , vol.71, 379-387.
Shewbridge SE, Sitar N (1989) Deformation characteristic of reinforced sand in direct shear. Jour of Geotech Engin, 115(8):1134-1147.
Siouta, L., Apostolopoulou, M., and Bakolas, A. (2024). Natural fibers in composite materials for sustainable building: A state-of-the-art review on treated hemp fibers and hurds in mortars. Sustainability, 16(23), 10368. https://doi.org/10.3390/su162310368
Sivakumar BGL, Vasudevan AK (2008) Strength and stiffness response of coir fiber-reinforced tropical soil. Jour of Mater in Civil Engin, ASCE, 20(9):571-577.
Suchit KP, Baleshwar S (2020) A Comparative Study on Shear Strength and Deformation Behaviour of Clayey and Sandy Soils Reinforced with Glass Fibre. Geotechnical and geological engineering, DOI: 10.1007/s10706-021-01985-8
Wang J-J, Zhang H-P, Tang S-C, Liang Y (2013) Effects of particle size distribution on shear strength of accumulation soil. J Geotech Geoenviron Eng ASCE 139(11):1994–1997
Yetimoglu T, Salbas O (2003) A study on shear strength of sands reinforced with randomly distributed discrete fibers. Geotext and Geomembr, 21(2):103-110.
Zafar, T., Ansari, M. A., and Husain, A. (2023). Soil stabilization by reinforcing natural and synthetic fibers – A state of the art review. Materials Today: Proceedings, 80, 3123–3130. https://doi.org/10.1016/j.matpr.2023.03.503
Zhang MX, Javadi AA, Min X (2006) Triaxial tests of sand reinforced with 3D inclusions. Geotext and Geomemb, 24(4):201-2.
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Copyright (c) 2026 Abdelkader Brahimi, Abdallah Krim, Djamel Eddine Bouri , Benali Nougar, Basma Lamouchi , Ahmed Arab

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