Experimental Study on Building Demolished Waste Stabilized Expansive Soil with Potassium Chloride

  • Authors

    • K M. Ganesh
    • A S.S.Vara Prasad
    • M Jagapathi Raju
    2018-08-24
    https://doi.org/10.14419/ijet.v7i3.31.18299
  • Building Demolished Waste, Curing, Expansive Soil, Potassium chloride, Stabilization
  • All the civil engineering  projects such as highways, water reservoirs, railways, buildings etc. requires large quantity of earth material. The mankind was wondering about the instability of earth materials especially expansive soil for centuries. Large areas are being covered with highly plastic and expansive soil quite often which is not suitable for such purpose. They can be hard when dry and they can be soft in moist conditions. Soils subjected to volumetric changes with seasonal moisture variation always create problem for lightly loaded structure by consolidating under load. It results in excessive settlement of superstructures usually and differential movements causing damage to foundation systems, structural elements and architectural features. Promising results were obtained by various researchers for the application of such expansive soil after stabilization with additives such as sand, silt, lime, fly ash, etc. A relatively new solid waste, Building Demolished Waste (BDW), can be used for stabilization of expansive soils for various uses in combination with potassium chloride. This study was planned to access the role of potassium chloride inclusions in improving the weak expansive soil besides stabilizing it with Building Demolished Waste in different proportions.

     

     

  • References

    1. [1] Al-Sharif.M and Atom.M (2000), “Use of Burned Sludge as a New Soil Stabilizing Agent.†Environmental and pipeline engineering 2000: pp. 378-388.

      [2] Parsons.R and Kneebone.E (2004), “Use of cement kiln dust for the stabilization of soils,†Geotechnical Engineering for Transportation Projects: pp. 1124-1131.

      [3] Seda, J.H., Lee, J.C and Carraro, J.A.H. (2007) “Beneficial use of Waste Tire Rubber for Swelling Potential Mitigation in Expansive Soils,†Proceedings of Geo-Denver 2007, Geotechnical Special Publication No.172,1-9

      [4] Okagbue.C (2007). “Stabilization of Clay Using Wood Ash.†Journal of Materials in Civil Engineering: Vol. 19, Geotechnical aspects of Stabilized Materials, pp. 14-18

      [5] Choudhary, A.K, Jha, J.N & Gill, K.S. (2010) “A Study on CBR Behavior of Waste Plastic Strip Reinforced Soil†Emirates Journal of Engineering Research, UAE University. 15(1) pp. 51-57

      [6] Rao, D.K., Pranav. P.R.T., and Anusha, M. (2011) “Stabilisation of Expansive Soil using Rice Husk Ash, Lime and Gypsum- an Experimental Study,†International Journal of Engineering Science and Techology, 3(11), 8076-8085.

      [7] Saltan, M., Kavlak, Y., and Ertem,F. (2011).“Utilization of Pumice Waste for Clayey Subgrade of Pavements.†Journal of Materials in Civil Engineering

      [8] Zhang, B. and Yu, X. (2012). “Experimental Evaluation of Lime Sludge Performance in Subgrade Stabilization.†Geo Congress 2012: pp. 3775-3785

      [9] Oormila.T.R , T.V.Preethi. (2014). “Effect of Stabilization Using Flyash and GGBS in Soil Characteristicsâ€, International Journal of Engineering Trends and Technology (IJETT), V11(6),284-289 May 2014. ISSN:2231-5381.

      [10] Ransinchung, G.D., Kumar, P., Anupam, A.K., and Sharma, P. (2013). “Evaluation of Efficacy of Fines Obtained from Demolished Concrete Slabs as a Soil Stabilizer.†IRC Highway Research Journal

      [11] Rifai. and Yasufuku, N. (2014). “Effect of Volcanic Ash Utilization as Substitution Material for Soil Stabilization in View Point of GeoEnvironment.†Ground Improvement and Geosynthetics: pp. 138-147.

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  • How to Cite

    M. Ganesh, K., S.S.Vara Prasad, A., & Jagapathi Raju, M. (2018). Experimental Study on Building Demolished Waste Stabilized Expansive Soil with Potassium Chloride. International Journal of Engineering & Technology, 7(3.31), 214-218. https://doi.org/10.14419/ijet.v7i3.31.18299