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Bearing and Swelling Properties of Randomly Distributed Waste Jute Reinforced Soil

Murat Ozturk*, Ali Firat Cabalar

DOI: 10.28978/nesciences.348326


In this study, waste jute, which was provided from textile companies, was investigated to define effect of waste jute on swelling and bearing behavior of the sand used. Three different water content (17, 19 and 21%) and four different waste jute addition amount at different percentages (0, 1, 2, and 3) by mass of dry soil were selected as design variables. With defined variables Swelling Ratio and California Bearing Ratio (CBR) tests were conducted. According to test results it is concluded that minimum swelling ratio was observed in the test containing 3% jute with 19% water content and the highest value of CBR was observed in the sample containing 2% jute with 16% water content. In addition to that, CBR values of unreinforced samples were decreased when water content increased from 16% to 21%. However, CBR values of reinforced samples increased with increasing water content from 19% to 21%.


Waste, Jute, CBR, Swelling, Recycling

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  • Al-Refeai, T. O. (1991) Behavior of granular soils reinforced with discrete randomly oriented inclusions. Geotextiles and Geomembranes, 10(4), 319–333.
  • Blotz, L. R., Benson, C. H. & Boutwell, G. P. (1998) Estimating Optimum Water Content and Maximum Dry Unit Weight for Compacted Clays. Journal of Geotechnical and Geoenvironmental Engineering, 124(9), 907–912.
  • Cheng, H., Zhang, Y., Meng, A. & Li, Q. (2007) Municipal Solid Waste Fueled Power Generation in China: A Case Study of Waste-to-Energy in Changchun City. Environmental Science & Technology, 41(21), 7509–7515.
  • Consoli, N. C., Prietto, P. D. M. & Ulbrich, L. A. (1998) Influence of Fiber and Cement Addition on Behavior of Sandy Soil. Journal of Geotechnical and Geoenvironmental Engineering, 124(12), 1211–1214.
  • Fattah, M. Y., Salman, F. A. & Nareeman, B. J. (n.d.). A treatment of expansive soil using different additives. ACTA MONTANISTICA SLOVACA, 15(4), 290–297.
  • Gao, L., Ren, Z. & Yu, X. (2015) Experimental Study of Nanometer Magnesium Oxide-Modified Clay. Soil Mechanics and Foundation Engineering, 52(4), 218–224.
  • Greenwood, J. R., Norris, J. E. & Wint, J. (2004) Assessing the contribution of vegetation to slope stability. Proceedings of the ICE - Geotechnical Engineering, 157(4), 199–207.
  • Guido, V., Aprile, J. & Sabalis, P. (1995) The effect of randomly dispersed fibergrid reinforcement on the California bearing ratio of soils. Geosynthetics ’95, Conference Proceedings, Vols 1-3, 419–432.
  • Horpibulsuk, S., Katkan, W. & Naramitkornburee, A. (2009) Modified Ohio’s Curves: A Rapid Estimation of Compaction Curves for Coarse- and Fine-Grained Soils. Geotechnical Testing Journal, 32(1), 64–75.
  • Jamshidi, R., Towhata, I., Ghiassian, H. & Tabarsa, A. R. (2010) Experimental evaluation of dynamic deformation characteristics of sheet pile retaining walls with fiber reinforced backfill. Soil Dynamics and Earthquake Engineering, 30(6), 438–446.
  • Jewell, R. A. & Wroth, C. P. (1987) Direct shear tests on reinforced sand. Géotechnique, 37(1), 53–68.
  • Malekzadeh, M. & Bilsel, H. (2014) Hydro-mechanical behavior of polypropylene fiber reinforced expansive soils. KSCE Journal of Civil Engineering, 18(7), 2028–2033.
  • Maliakal, T. & Thiyyakkandi, S. (2012) Influence of Randomly Distributed Coir Fibers on Shear Strength of Clay. Geotechnical and Geological Engineering, 31(2), 425–433.
  • Mir, B. A. (2015). Some studies on the effect of fly ash and lime on physical and mechanical properties of expansive clay. International Journal Of Civil Engineering, 13(3B), 203–212.
  • Mousavi, F., Abdi, E. & Rahimi, H. (2014) Effect of polymer stabilizer on swelling potential and CBR of forest road material. KSCE Journal of Civil Engineering, 18(7), 2064–2071.
  • Pradhan, P. K., Kar, R. K. & Naik, A. (2011) Effect of Random Inclusion of Polypropylene Fibers on Strength Characteristics of Cohesive Soil. Geotechnical and Geological Engineering, 30(1), 15–25.
  • Sarbaz, H., Ghiassian, H. & Heshmati, A. A. (2013) CBR strength of reinforced soil with natural fibres and considering environmental conditions. International Journal of Pavement Engineering, 15(7), 577–583.
  • Wang, Y., Chen, Y. & Liu, W. (2008) Large-scale direct shear testing of geocell reinforced soil. Journal of Central South University of Technology, 15(6), 895–900.
  • Wu, T. H., McOmber, R. M., Erb, R. T. & Beal, P. E. (1988) Study of Soil‐Root Interaction. Journal of Geotechnical Engineering, 114(12), 1351–1375.
  • Zhang, D. Q., Tan, S. K. & Gersberg, R. M. (2010) Municipal solid waste management in China: status, problems and challenges. Journal of Environmental Management, 91(8), 1623–33.
  • Zhuang, Y., Wu, S. W., Wang, Y. L., Wu, W. X. & Chen, Y. X. (2008) Source separation of household waste: a case study in China. Waste Management (New York, N.Y.), 28(10), 2022–30.