dc.identifier.citation |
[1] Ahmad, F., Yahaya, A. S., & Safari, A. (2016). Development of Low Cost Soil Stabilization Using Recycled Material. IOP Conference Series: Materials Science and Engineering, 136(1). https://doi.org/10.1088/1757-899X/136/1/012003. [2] Ajmera, B., Tiwari, B., Tn, Z., das Koirala, J., Naeem, Z. T., Obaid, A., & Koirala, J. (2017). Static properties of weak fine-grained soils mixed with recycled crumb rubber tires Static properties of weak fine-grained soils mixed with recycled crumb rubber tires. https://www.researchgate.net/publication/320280759. [3] Al-Khanbashi, A., & Abdalla, S. (2006). Evaluation of Three Waterborne Polymers as Stabilizers for Sandy Soil. Geotechnical and Geological Engineering, Vol.10,pp.1603-1625. [4] Baloochi, H., Aponte, D., & Barra, M. (2020). Soil Stabilization Using Waste Paper Fly Ash: Precautions for Its Correct Use. Applied Sciences 2020, Vol. 10, Page 8750, 10(23), 8750. https://doi.org/10.3390/APP10238750. [5] Billong, N., Melo, U., Louvet, F., & Njopwouo, D. (2009). Properties of compressed lateritic soil stabilized with a burnt clay–lime binder: Effect of mixture components. Construction and Building Materials, Vol. 23, pp.2457-2460. [6] Biscontin, G., Mathewson, C. C., & Rosowsky, D. v. (2005). SOIL STABILIZATION USING OPTIMUM QUANTITY OF CALCIUM CHLORIDE WITH CLASS F FLY ASH. [7] Craig, R. (2004). Soil Mechanics. London: Spon. [8] Das, B. (2009). Priciples of Geotechnical Engineering. Madrid: Cengage Learning. 54 [9] Dayasagar Dama, U. (2018). Soil Stabilization using Natural Sand. https://doi.org/10.14419/ijet.v7i3.29.19195 [10] Deepti, M., Zutting, V., & Naktode, P. L. (2020). Soil Stabilization by using Scrap Tire Rubber. www.ijert.org. [11] Hasan, H. A., Mohammed, H. A., & Masood, G. G. (2020). Effect of rubber tire on behaviour of subgrade expansive Iraqi soils. IOP Conference Series: Materials Science and Engineering, 870(1). https://doi.org/10.1088/1757-899X/870/1/012066. [12] Helonde, J. B., Somil, M., & Shah, M. (2018). Chief Editor Executive Editor. International Journal of Engineering Sciences &Research Technology (A Peer Reviewed Online Journal) Impact. https://doi.org/10.5281/zenodo.2294960. [13] Kaushik, M. K., Naval, S., Singh, G., & Board, P. M. (2017). UTILISATION OF WASTE TIRE FIBERS IN GRANULAR SOIL-WASTE TO WEALTH. https://www.researchgate.net/publication/325402685. [14] Neville, B. (2012). Towards a Sustainable Balance of Population and Resources. Journal of Futures Studies, Vol.16(4), pp.107-116. [15] Thenmozhi, S. (2010). SUITABILITY OF GEOGRID REINFORCED-RUBBER WASTE IN PAVEMENTS. In International Journal of Engineering Science and Technology (Vol. 2, Issue 10). [16] Tonnizam, E., & Marto, A. (2013). Effects of Relative Density on Shear Strength Characteristics of Sand-Tire Chips Mixture. https://www.researchgate.net/publication/260390534 55 [17] Wiszniewski, M., & Firat Cabalar, A. (2016). APPLICATIONS OF PERMEABILITY, OEDOMETER AND DIRECT SHEAR TESTS TO THE SAND MIXED WITH WASTE TIRE CRUMB. Acta Sci. Pol. Architectura, 15(1), 69–82. www.acta.media.p |
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dc.description.abstract |
The global population continues to experience an increase in the amount of tire waste, which is an
undesirable surplus from the urban-industrial sector. One potential method of disposing of the
waste can be the usage of the refuse as a stabilizing agent in sands, which can improve their
strength properties and bearing capacity. However, there is a growing need to find alternatives to
this waste, as improper disposal can lead to the breeding of mosquitos which can cause serious
health and environmental issues, as well as creating a fire hazard. One potential use of these
discarded tires is to mix crumb rubber which has been prepared by the shredding of waste tires
with soils with weak fine grains in order to enhance its geotechnical properties. For the purpose
of investigation of the effects of rubber on bearing capacity, shear stress of sand, some laboratory
tests were conducted on sand containing a variety of sand and tire mixtures with 0%, 2.5%, 5%,
7.5%, and 10% waste tire particle weights. Direct shear test devices have been used for the purpose
of examining effects of rubber in terms of shear stress. CBR test equipment are utilized for seeing
the impact of rubber waste in bearing capacity of sand and rubber mixtures. The addition of 2.5%
of rubber to the sand significantly reduced shear stress. After 2.5%, shear stress gradually
increased. As the rubber content increases, so does the drop in unit weight, dry unit weight and
water content. The specific gravity parameter also decreases with the increase in rubber content.
The decrease in CBR value is also seen with the increase in the amount of rubber in the sand.
Addition up to 2.5% of the tire crumb in the sand significantly reduces shear stress. However,
more percentage of the crumb leads to an increase in this parameter. Different results are obtained
with shear stress as the shear displacement increases. Adding tire crumb to the sand does not
increase the CBR value. Sand and rubber mixtures are very lightweight materials. Tire crumb
application for retaining structures is still promising |
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