Abstract
In this article, a laboratory study using a series of 24 consolidated undrained triaxial tests was carried out on samples consisting of two relative densities, reinforced and unreinforced by glass fibers of varying content and subjected to three confining pressures. The results showed that the presence of fibers contributed towards achieving a clear improvement on the undrained shear resistance of the tested sand. It was also noticed that the presence of randomly distributed fibers in the soil mass, provoked a considerable diminution in interstitial pressure, while contributing to the resistance improvement against liquefaction and the optimum of the resistance of fiber is 0.4% for all the performed tests.
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References
Mujah, D., Ahmad, F., Hazarika, H., Safari, A.: Evaluation of the mechanical properties of recycled glass fibers-derived three dimensional geomaterial for ground improvement. J. Clean. Prod. 52, 495–503 (2013)
Bouaricha, L., Djaafer Henni, A., Lancelot, L.: A laboratory investigation on shear strength behavior of sandy soil: effect of glass fiber and clinker residue content. Studia Geotechnica et Mechanica 39(4), 462–471 (2017)
Al-Refeai, T.O.: Behavior of Granular Soils Reinforced with Discrete Randomly Oriented Inclusions. Geotext. Geomembr. 10(4), 319–333 (1991)
Consoli, N.C., Prietto, P.D.M., Ulbrich, L.A.: Influence of fiber and cement addition on behavior of sandy soil. J. Geotech. Geoenviron. Eng. 124(12), 1211–1214 (1998)
Maher, M.H., Ho, Y.C.: Behaviour of fibre-reinforced cemented sand under static and cyclic loads. Geotech. Test. J. 16(3), 330–338 (1993)
Shukla, S.K.: Fundamentals of Fibre-Reinforced Soil Engineering. Springer Nature, Singapore (2017)
Ladd, R.S.: Specimen preparation using undercompaction. Geotech. Test. J. 1(1), 16–23 (1978)
Chen, C.W., Loehr, J.E: Undrained and drained triaxial tests of fiber-reinforced sand. In: Proceedings of the 4th Asian Regional Conference on Geosynthetics, Springer, Berlin, Heidelberg, pp. 114–120 (2008)
Liu, J., Wang, G., Kamai, T., Zhang, F., Yang, J., Shi, B: Static liquefaction behavior of saturated fiber-reinforced sand in undrained ring-shear tests. Geotext. Geomembr. 29(5), 462–471 (2011)
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Bouaricha, L., Djafar Henni, A., Lancelot, L. (2019). Glass Fiber Effect on the Undrained Static Response of Chlef Sand (Northern Algeria). In: Kallel, A., et al. Recent Advances in Geo-Environmental Engineering, Geomechanics and Geotechnics, and Geohazards. CAJG 2018. Advances in Science, Technology & Innovation. Springer, Cham. https://doi.org/10.1007/978-3-030-01665-4_63
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DOI: https://doi.org/10.1007/978-3-030-01665-4_63
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