Soil Stabilization Using Industrial Waste Materials: With Special Reference to Plastic Bags

Authors

  • Pirzada Ishtiyaq Nabi M. Tech Scholar, Department of Civil Engineering, RIMT University, Punjab, India Author
  • Sakshi Chalotra Assistant Professor, Department of Civil Engineering, RIMT University, Punjab, India Author

Keywords:

Polyethylene (Plastic bag strips), Soil stabilization, reduction of waste, environment friendly solution

Abstract

The Stabilization entails any change whichkind of modifies or renders the soil or any other substanceThe purpose of Stabilizing soil is to increase the strength ofsoil and also as improve resistance for softening throughwater bond and these soil particles systematized, also waterproofing the particles or both combined together. The use ofcement and lime was used for very long time in previoustimes and it was working well and had enormousadvantages but now the use of cement is used less becauseof the cost of cement and contrary effects on theenvironment from its manufacture. Stabilizing is quitedifferent from modification which implies only a minorchange in properties of soil or rock The increasing harm ofemitting of co2 through cement manufacturing also thegrowing cost of additives has lead to the rise of growth ofother stabilization such as plastic materials, ash of wood orrice cover, glass fiber, etc.

Downloads

Download data is not yet available.

References

Raman, N. and Narayanan, D.S. (2008). Impact of solid waste effect on ground water and soil quality nearer to Pallavaram solid waste landfill site in Chennai. Rasayan Journal of Chemistry.

Murthy, V.N.S. (2002). Geotechnical Engineering: Principles and Practices of Soil Mechanics and Foundation Engineering. CRC Press.

Choudhary, A.K., Jha, J.N. and Gill, K.S. (2010). A study on CBR behavior of waste plastic strip reinforced soil. Emirates journal for engineering research.

Nsaif (2013). Behaviour of Soils Strengthened by Plastic Waste materials.

Hansaraj Dhikkar (2017). Improvements of Soil properties by using waste plastic.

Sridharan, A. and Prakash, K. (2000). Classification procedures for expansivesoils. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering.

Pradhan, P. K., Kar, R.K. and Naik, A. (2012). Effect of random inclusion of polypropylene fibers on strength characteristics of cohesive soil. Geotechnical and Geological Engineering

Roy, S. and Dass, G. (2014). Statistical models for the prediction of shear strength parameters at Sirsa, India. International Journal of Civil and Structural Engineering.

Downloads

Published

2022-04-30

How to Cite

Soil Stabilization Using Industrial Waste Materials: With Special Reference to Plastic Bags . (2022). International Journal of Innovative Research in Engineering & Management, 9(2), 134–137. Retrieved from https://acspublisher.com/journals/index.php/ijirem/article/view/10926