Abstract
The primary objective of this study was to enhance the mechanical properties of soils through the incorporation of fibers. To this end, we introduced and tested a novel branched fiber with a distinctive shape and mechanism of action in the laboratory setting. Unconfined compressive strength and shear strength were measured for both unreinforced and reinforced soil sample, using ordinary and branched fibers. The results clearly indicate a substantial improvement in the compressive and shear strength of the reinforced soil, particularly after a specific percentage of fibers were added. Notably, the improvement was more pronounced when using branched fibers. Furthermore, the cohesion and internal friction angle of the reinforced soil increased by 20% and 28%, respectively, when employing the branched fiber. In addition to experimental testing, an analytical analysis was conducted, leading to the development of an equation that accurately predicts the behavior of the branched reinforced soil under shear loading. This proposed analytical approach demonstrated excellent agreement with the experimental data. In summary, these findings strongly support the conclusion that the novel branched fiber represents a highly effective means of enhancing the mechanical properties of soils, particularly when compared to traditional fibers.
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References
Abioghli H, Hamidi A (2019) A constitutive model for evaluation of mechanical behavior of fiber-reinforced cemented sand. J Rock Mech Geotech Eng 11(2):349–360
Andrawes KZ, McGown A, Mashhour MM (1980) Wilson-Fahmy RF. Tension resistant inclusions in soils. J Geotech Geoenviron Eng ASCE 15928) 10(GT12):1313–26
Botero E, Ossa A, Sherwell G, Ovando-Shelley E (2015) Stress–strain behavior of a silty soil reinforced with polyethylene terephthalate (PET). Geotext Geomembr 43(4):363–369
Brahmachary TK, Rokonuzzaman M (2018) Investigation of random inclusion of bamboo fiber on ordinary soil and its effect CBR value. Int J Geo-Eng 9(1):1–11
Choobbasti AJ, Kutanaei SS, Ghadakpour M (2019) Shear behavior of fiber-reinforced sand composite. Arab J Geosci 12(5):1–6
Das BM (1998) Principles of geotechnical engineering, 4th edn. PWS, Boston
Hataf N, Rahimi MM (2006) Experimental investigation of bearing capacity of sand reinforced with randomly distributed tire shreds. Constr Build Mater 20(10):910–916
Jiangbo X, Yongzhen L, Yuanzhi W, Changgen Y, Liujun Z, Lihua Y, Hengxing L (2021) Triaxial axis shear mechanical properties of fiber-reinforced foamed lightweight soil. J Mater Civ Eng 33(4):04021047
Karabash Z, Çabalar AF, Akbulut N (2015) The behavior of clayey soil reinforced with waste aluminium pieces. Proc Earth Planet Sci 15:353–358
Khera R et al (2018) Behavior of coir fiber-reinforced soil. Geotext Geomembr 46(3):290–295
Kim H et al (2023) Effect of steel fiber-reinforced soil on the mechanical behavior and cracking characteristics of a soil slope. J Geotech Geoenviron 149(2):04021058
Koerner RM (2012) Designing with geosynthetics. Xlibris Corporation
Lambe T, Whitman RV (1979) Soil mechanics. SI Version, Wiley, New York
Lee J et al (2021) Behavior of waste tire fiber-reinforced soil under different stress conditions. Geotext Geomembr 49(2):177–184
Li L, Zhang J, Xiao H, Hu Z, Wang Z (2019) Experimental investigation of mechanical behaviors of fiber-reinforced fly ash-soil mixture. Adv Mater Sci Eng 3:1–10. https://doi.org/10.1155/2019/1050536
Ling HI, Leshchinsky D, Tatsuoka F, By E (2003) Reinforced soil engineering. Advances in research and practice. CRC Press
Mehta N et al (2019) Effect of polypropylene fibers on engineering properties of soil. Geotext Geomembr 47(5):648–654
Nguyen L, Fatahi B, Khabbaz H (2016) Predicting the behavior of fiber reinforced cement treated clay. Proc Eng 143:153–160
Patel SK, Singh B (2017) Strength and deformation behavior of fiber-reinforced cohesive soil under varying moisture and compaction states. Geotech Geol Eng 35(4):1767–1781
Patel SK, Singh B (2019) Shear strength and deformation behavior of glass fibre-reinforced cohesive soil with varying dry unit weight. Indian Geotech J 49(3):241–254
Ple O, Lê TN (2012) Effect of polypropylene fiber-reinforcement on the mechanical behavior of silty clay. Geotext Geomembr 32:111–116
Sharma V, Kumar A (2017) Influence of relative density of soil on the performance of fiber-reinforced soil foundations. Geotext Geomembr 45(5):499–507
Shukla S. K, Sivakugan N, Singh A. K (2010) Analytical model for fiber-reinforced granular soils under high confining stresses. J Mater Civ Eng; 22.9: 935-942.
Singh I et al (2020) Effect of fiber content and aspect ratio on the mechanical behavior of fiber-reinforced soil. J Mater Civ Eng 32(7):04020125
Tran KQ, Satomi T, Takahashi H (2019) Tensile behaviors of natural fiber and cement reinforced soil subjected to direct tensile test. J Build Eng 24:100748
Vermeer PA (1996) Plaxis-finite element code. Version 8.6. Tutorial Manual
Wang Y, Guo P, Li X, Lin H, Liu Y, Yuan H (2019) Behavior of fiber-reinforced and lime-stabilized clayey soil in triaxial tests. Appl Sci 9(5):900. https://doi.org/10.3390/app9050900
Yang Z, Zhang Q, Shi W, Lv J, Lu Z, Ling X (2020) Advances in properties of rubber reinforced soil advances in civil engineering. https://doi.org/10.1155/2020/6629757
Zhang Y et al (2022) Cyclic loading behavior of fiber-reinforced soil. J Geotech Geoenviron 148(1):04021097
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N.H. contributed to the study’s conception and design. Material preparation, data collection, and analysis were performed by A.M. The first draft of the manuscript was written by A.M., and all authors commented on previous versions of the manuscript. All authors read and approved the final manuscript.
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Mardani, A., Hataf, N. Experimental investigation into the mechanical behavior of fine-grained soils reinforced with a newly developed branched fiber: a comparative study. Arab J Geosci 17, 51 (2024). https://doi.org/10.1007/s12517-024-11853-3
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DOI: https://doi.org/10.1007/s12517-024-11853-3