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Bearing Capacity Improvement in Soils using Waste Tire Rubber Fibers

Sanjeev Naval*, Arvind Kumar**, S.K. Bansal***

* Associate Professor, Department of Civil Engineering, DAV Institute of Engineering & Technology, Jalandhar.

** Professor, Department of Civil Engineering, Dr. B. R. Ambadhkar, National Institute of Engineering & Technology, Jalandhar.

*** Vice Chancellor, Rayat and Bahara University, Shimla.

Periodicity:December - February'2013
DOI : https://doi.org/10.26634/jste.1.4.2135

Abstract

A series of laboratory model tests has been carried out on a model strip footing to investigate the use of waste tire fiber as reinforcement to increase the bearing capacity of soil. Fiber content and depth of reinforcement at relative density 60% are considered to be the main parameters in this paper. The fiber aspect ratio of 12.5 (length = 25mm and width =2mm) was selected. The thickness of reinforcement was kept as 0.5B, 1B, 1.5B and 2B (B is the width of the footing) and four different fiber contents of 0.25%, 0.50%, 0.75% and 1.0% by weight were selected. It has been found that Bearing Capacity Ratio of soil is improved with addition of waste tire fibers at all fiber contents and thicknesses of reinforcement. A maximum value of 1.64 has been found at a fiber content of 0.75% and thickness of reinforcement 1.5B.

Keywords

Scrap Tires, Fibers, Soil Reinforcement, Shear Strength, Ecofriendly

How to Cite this Article?

Naval, S., Kumar, A., and Bansal, S.K. (2013). Bearing Capacity Improvement in Soils using Waste Tire Rubber Fibers. i-manager’s Journal on Structural Engineering, 1(4), 13-18. https://doi.org/10.26634/jste.1.4.2135

References

[1]. Ahmed, I.(1993). “Use of waste materials in highway construction.” Report HWA/IN/JHRP-91/3, School of Civil Engineering, Purdue University, West Lafayette, Ind. 1991.

[2]. Attom, M.F. (2006). "The use of shredded waste tires to improve the geotechnical engineering properties of sands." Environmental Geology, 49, 497-503.

[3]. Edil, T., and Bosscher, P.J. (1994). "Engineering properties of tire chips and soil mixtures."Geotechnical Testing Journal, ASTM, 14(4), 453-464.

[4]. Foose, G.J, Benson, C.H., and Bosscher, P.J. (1996). "Sand reinforced with shredded waste tires." Journal of Geotechnical Engineering, ASCE, 122(9), 760-767.

[5]. Humphrey, D.N., and Manion, W.P. (1992). "Properties of tire chips for lightweight fill." Proceedings of Grouting, Soil Improvement and Geosynthetics. ASCE, 2, 1344-1355.

[6]. Lee, J.H., Salgado, R., Bernal, A. and Lovell, C.W. (1999). “Shredded tires and rubber-sand as lightweight backfill.” ASCE Journal of Geotechnical and Geoenvironmental Engineering,125 (2),131-141.

[7]. Roustaei, M., Ghazavi, M. (2011). “Strength Characteristics of Clay Mixtures with Waste Materials in Freeze-Thaw Cycles.'' Journal of Structural Engineering and Geotechnics, 1(2), 57-62.

[8]. Christ, M. and Park, J. (2010). “Laboratory determination of strength properties of frozen rubber-sand mixtures.” Cold Regions Science and Technology, 60, 169-175.

[9]. Dutta, R. K. and Rao, G. V. (2006). “Compressibility and strength behavior of sand-tyre chip mixtures.” Geotechnical and Geological Engineering, 24, 711-724.

[10]. Dutta, R. K. and Rao, G.V. (2009). “Regression models for predicting the behavior of sand mixed with Tire Chips.'' J. Ross Publishing, 3(1).

[11]. Yoon, S., Prezzi, M., Siddiki, M. N. and Kim, B. (2006). "Construction of a test embankment using a sand-tire shred mixture as fill material.” Waste Management, 26, 1033-1044.

[12]. Yoon, Y.W., Heo, S. B. and Kim, K. S. (2008). “Geotechnical Performance of Waste Tire for Soil Reinforcement from Chamber Tests.” ELSEVIER, Geotextiles and Geomembranes, 26, 100-107.

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Bearing Capacity Improvement in Soils using Waste Tire Rubber Fibers

Abstract

Keywords

How to Cite this Article?

References

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