Stabilization of Lateritic Soil with Scrap Tyre Crumb Rubber

References

[1] Amari, T., Themelis, N. & Wernick, I. (1999). Resource recovery from used rubber tires. Resources Policy 179 - 188.

[2] Arulrajah, A., Disfani, M. M., Horpibulsuk, S., Suksiri, P. & Prongmanee, N. (2014). Physical Properties and Shear Strength Response of Recycled Construction Materials in Unbound Pavement Base/Subbase Application. Construction and Buildind Materials.53,245-257.

[3] Craig, R. (2004). Soil Mechanics. London: Spon press.

[4] Das, B. (2009). Priciples of Geotechnical Engineering. Madrid: Cengage Learning

[5] Dukare, S., Barad, P., Gupta, M. & Barad, P. (2016). Effect of rubber Tyre Shread on Properties of Black Cotton Soil. International Conference on Science and Technology for Sustainable Development (ICSTSD). 2348-8352.

[6] James, J. & Pandian, P. K. (2016). Industrial Wastes as Auxiliary Additives to Cement/Lime Stabilization of Soils. Advances in Civil Engineering.

[7] Joachin, A. W. R & Kandiah, S. (1941). The Composition of Some Local Soils Concretion and Clays. Tropical Agriculture. 67.

[8] Lekha, B.M., Ravi, A.U. & Sarang, G. (2013). Fatque and Engineering properties for chemically Stabilized Soil for pavement. Indian Geotech Journal. 43 (1), 96-104.

[9] Neville, B. (2012). Towards a Sustainable Balance of Population and Resources. Journal of Futures Studies. 16(4), 107-116.

[10] O’Flaherty, C. A. (2002). Soil-Stabilized Pavements in Highways: The Location, Design, Construction and Maintenance of Pavements C. A. O’Flaherty(ed). Malta, Butterworth-Heinemann.

[11] Osinubi, K. J. (1998a). Permeability of Lime Treated Lateritic Soil. Journal of Transportation Engineering, ASCE. 124(5): pp. 465-469

[12] Phani Kumar, B. R. & Sharma, R. S. (2004). Effect of fly ash on engineering properties of expansive soils. Journal of Geotechnical and Geoenvironmental Engineering. 130(7), 764-767.

[13] Ranjan, G. & Rao, A.S. (2000). Basic and applied Soil Mechanics. 2nd edition. New Age International Publisher. New Delhi, India.

[14] Rao, A. N. N. & Chittaranjan, M. (2011). Application of Agricultural and domestic wastes in Geotechnical application: An overview. Journal of Environmental Research and Development. 3 (5), 673-678.

[15] Reddy, C. N. V. & Rani, K. D. (2013). Potential of shredded scrap tyres in flexible pavement construction. Indian Highways. 41 (10).

[16] Sherwood, P. T. (1993). Soil Stabilization with Cement and Lime: A State-of-The-Art Review Department of Transport, Transport Research Laboratory, United Kingdom.

[17] Singh, M. & Mittal, A. (2014). A Review on the Soil Stabilisation with Waste Materials. International Journal of Engineering Research and Applications. 2248-9622.

[18] Surya, S. T. & Siddhartha, P. (2015). Stabilization of subgrade soil of highway pavementusing waste tyre pieces. International journal of innovative research in science, engineering and technolog. 4 (5), 3265-3273.

[19] Vasavi, B. S., Prasad, D. S. V. & Prasad, A. C. S.V. (2016). Stabilization of expansive soil using crumb rubber powder and cement. International Journal of Innovative Research in Technology. 2 (8), 26-31.

@article{1703220,
      author = {Ibrahim, M. T., Osinubi, K. J., Umar, S. Y.},
      title = {Stabilization of Lateritic Soil with Scrap Tyre Crumb Rubber},
      journal = {Iconic Research And Engineering Journals},
      year = {2022},
      volume = {5},
      number = {8},
      pages = {285-296},
      issn = {2456-8880},
      url = {https://www.irejournals.com/formatedpaper/1703220.pdf},
      abstract = {Non - lateritic soils are commonly used for construction purposes. However, due to the variability of the properties of the soil, it does not meet the design requirement. In this study non - lateritic soil sample was taken from a borrow pits in Dungulbi (Bauchi-Gombe road, Bauchi State Nigeria). The materials were characterized and then stabilized with scrap tyre crumb rubber (STCR) in stepped concentration of 1, 2, 3, 4 and 5 % by dry weight of the soil for various sizes of scrap tyre crumbs rubber (STCR) in the range (i.e 0.212, 2.36, 3.35 and 4.75 mm). The test conducted on the non - lateritic soil- STCR include compaction using three energies level (i.e British Standard light, BSL, West African Standard, WAS, British Standard heavy, BSH) and California bearing ratio (CBR). The results obtained, indicate a general decrease in both optimum moisture content (OMC) and maximum dry density (MDD) as the STCR contents increases. There was increase in CBR values for both unsoaked and soaked condition up 3 % STCR replacement thereafter decrease with increase in STCR. Statistical analysis were also carried out using analysis of variance (ANOVA) to check the effect of STCR inclusion on the geotechnical properties of the non - lateritic soil to be used as a road construction material. The results of the multiple linear regression analysis showed that the predicted values are in good agreement with the experimental values. The stabilized soil showed satisfactory strength and can be used for construction of embankment and stabilization of subgrade, subbase and base course of road. This indicates the potential of using 3 % STCR for non ? lateritic soil stabilization.},
      keywords = {Non-lateritic Soil, Soil Stabilization, Scrap Tyre Crumb Rubber, CBR Test},
      month = {February},
  }