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Evaluation of Dynamic Properties of Fiber Reinforced Sandy Soil at High Cyclic Strains | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 6، دوره 11، شماره 3 - شماره پیاپی 31، آبان 2023، صفحه 107-121 اصل مقاله (794.66 K) | ||
| نوع مقاله: Research Note | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2022.25782.1593 | ||
| نویسندگان | ||
| Pankaj Kundu* ؛ Gowtham Padmanabhan؛ Neha Gupta | ||
| Department of Earthquake Engineering, Indian Institute of Technology Roorkee, Roorkee, Uttarakhand, India | ||
| تاریخ دریافت: 19 دی 1400، تاریخ بازنگری: 09 مهر 1401، تاریخ پذیرش: 15 آذر 1401 | ||
| چکیده | ||
| In the recent development of synthetic and natural fiber in the industry of cement materials, polypropylene fiber become cheap and globally available. Due to its high mixability with soil and high tensile strength, it has been used for strengthening the soil. In the current investigation, cyclic triaxial experiments were performed to examine the dynamic response of fiber reinforcement in a poorly graded sand subjected to cyclic loading. Fiber reinforced sand (FR) mixtures are prepared by short polypropylene fiber of 6 mm length with different percentages of fibers (0.25%, 0.5%, and 1.0%) and compared with unreinforced sand (UR) All the samples were tested at confining pressure of 50 kPa. All samples were tested at three different axial strains 0.075%, 0.5%, and 1.125%, respectively under no drainage condition. Maximum shear modulus is found at 18.16 MPa for sand with 0.5% fiber and the damping ratio found decreased with increasing fiber content and reduced to 15% for sand with 1.0% fiber content. Also, the effect of shear strain and repetitive loading cycle on damping and shear modulus behavior is presented in this study. | ||
| کلیدواژه‌ها | ||
| Polypropylene fiber؛ Cyclic triaxial؛ Reinforced sand؛ Shear modulus؛ Damping ratio | ||
| مراجع | ||
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[1] M. Fakharifar, A. Dalvand, M. Arezoumandi, M. K. Sharbatdar, G. Chen, and A. Kheyroddin, “Mechanical properties of high performance fiber reinforced cementitious composites,” Comput. Chem. Eng., vol. 71, pp. 510–520, 2014.
[2] M. Mastali and A. Dalvand, “Use of silica fume and recycled steel fibers in self-compacting concrete (SCC),” Constr. Build. Mater., vol. 125, pp. 196–209, 2016.
[3] Dalvand, A., Sharififard, E., & Omidinasab, F. (2020). Experimental Investigation of Mechanical and Dynamic Impact Properties of High Strength Cementitious Composite Containing Micro Steel and PP Fibers. Journal of Rehabilitation in Civil Engineering, 8(4), 73-89.
[4] Krishnaswamy, N.R. and Isaac, N.T., 1994. Liquefaction potential of reinforced sand. Geotextiles and Geomembranes, 13(1), pp.23-41.
[5] Maher, M.H. and Ho, Y.C., 1994. Mechanical properties of kaolinite/fiber soil composite. Journal of Geotechnical Engineering, 120(8), pp.1381-1393.
[6] Sivakumar Babu, G.L., Vasudevan, A.K. and Sayida, M.K., 2008. Use of coir fibers for improving the engineering properties of expansive soils. Journal of Natural Fibers, 5(1), pp.61-75.
[7] Liu, J., Wang, G., Kamai, T., Zhang, F., Yang, J. and Shi, B., 2011. Static liquefaction behavior of saturated fiber-reinforced sand in undrained ring-shear tests. Geotextiles and Geomembranes, 29(5), pp.462-471.
[8] Bao, X., Jin, Z., Cui, H., Ye, G. and Tang, W., 2020. Static liquefaction behavior of short discrete carbon fiber reinforced silty sand. Geosynthetics International, 27(6), pp.606-619.
[9] Bai, Y., Liu, J., Song, Z., Bu, F., Qi, C. and Qian, W., 2019. Effects of polypropylene fiber on the liquefaction resistance of saturated sand in ring shear tests. Applied Sciences, 9(19), p.4078.
[10] Geethamma, V.G., Kalaprasad, G., Groeninckx, G. and Thomas, S., 2005. Dynamic mechanical behavior of short coir fiber reinforced natural rubber composites. Composites Part A: Applied Science and Manufacturing, 36(11), pp.1499-1506.
[11] Gao, C., Du, G., Guo, Q. and Zhuang, Z., 2020. Static and Dynamic Behaviors of Basalt Fiber Reinforced Cement-Soil after Freeze-Thaw Cycle. KSCE Journal of Civil Engineering, 24(12), pp.3573-3583.
[12] Maher, M.H. and Ho, Y.C., 1993. Behavior of fiber-reinforced cemented sand under static and cyclic loads. Geotechnical Testing Journal, 16(3), pp.330-338.
[13] Meredith, J., Coles, S.R., Powe, R., Collings, E., Cozien-Cazuc, S., Weager, B., Müssig, J. and Kirwan, K., 2013. On the static and dynamic properties of flax and Cordenka epoxy composites. Composites Science and Technology, 80, pp.31-38.
[14] Gray, D.H., Asce, A.M., Ohashi, H., 1983. Mechanics of Fiber Reinforcement in Sand. Journal of Geotechnical Engineering 109, 19. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:3(335)
[15] Gray, D.H., Al‐Refeai, T., 1986. Behavior of Fabric‐Versus Fiber‐Reinforced Sand. Journal of Geotechnical Engineering 112, 804–820. https://doi.org/10.1061/(ASCE)0733-9410(1986)112:8(804)
[16] Consoli, N.C., Casagrande, M.D., Coop, M.R., 2005. Effect of Fiber Reinforcement on the Isotropic Compression Behavior of a Sand. J. Geotech. Geoenviron. Eng. 131, 1434–1436. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:11(1434)
[17] Maher, M.H., Member, A., 1990. Static Response of Sands Reinforced with Randomly Distributed Fibers. Journal of Geotechnical Engineering 116, 17. https://doi.org/10.1061/(ASCE)0733-9410(1990)116:11(1661)
[18] Heineck, K.S., Coop, M.R. and Consoli, N.C., 2005. Effect of microreinforcement of soils from very small to large shear strains. Journal of geotechnical and geoenvironmental engineering, 131(8), pp.1024-1033.
[19] Consoli, N.C., Vendruscolo, M.A., Fonini, A. and Dalla Rosa, F., 2009. Fiber reinforcement effects on sand considering a wide cementation range. Geotextiles and Geomembranes, 27(3), pp.196-203.
[20] Li, J., Ding, D.W., 2002. Nonlinear elastic behavior of fiber-reinforced soil under cyclic loading. Soil Dynamics and Earthquake Engineering 22, 977–983. https://doi.org/10.1016/S0267-7261(02)00122-7
[21] Khebizi, W., Della, N., Denine, S., Canou, J. and Dupla, J.C., 2019. Undrained behaviour of polypropylene fibre reinforced sandy soil under monotonic loading. Geomechanics and Geoengineering, 14(1), pp.30-40.
[22] Al-Refeai, T., Al-Suhaibani, A., 1998. Dynamic and Static Characterization of Polypropylene Fiber-Reinforced Dune Sand. Geosynthetics International 5, 443–458. https://doi.org/10.1680/gein.5.0132
[23] Sadeghi, M.M. and Beigi, F.H., 2014. Dynamic behavior of reinforced clayey sand under cyclic loading. Geotextiles and Geomembranes, 42(5), pp.564-572.
[24] Bozyigit, I., Tanrınıan, N., Karakan, E., Sezer, A., Erdoğan, D., Altun, S., 2017. Dynamic Behavior of a Clayey Sand Reinforced with Polypropylene Fiber. Acta Phys. Pol. A 132, 674–678. https://doi.org/10.12693/APhysPolA.132.674 | ||
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