Soil Stabilization Using Crumb Rubber Powder

Authors

  • Adusumalli Manikanta Assistant Professor, Department of Civil Engineering, PACE Institute of Technology & Sciences, Ongole, Andhra Pradesh, India Author
  • Birudula Nageswara Rao Assistant Professor, Department of Civil Engineering, PACE Institute of Technology & Sciences, Ongole, Andhra Pradesh, India Author
  • K Swathi Reddy Students, Department of Civil Engineering, PACE Institute of Technology & Sciences, Ongole, Andhra Pradesh, India Author
  • I Manikanta Sai Charan Students, Department of Civil Engineering, PACE Institute of Technology & Sciences, Ongole, Andhra Pradesh, India Author
  • M Mahesh Students, Department of Civil Engineering, PACE Institute of Technology & Sciences, Ongole, Andhra Pradesh, India Author
  • N Siva Shankar Students, Department of Civil Engineering, PACE Institute of Technology & Sciences, Ongole, Andhra Pradesh, India Author
  • P Usha Kiran Students, Department of Civil Engineering, PACE Institute of Technology & Sciences, Ongole, Andhra Pradesh, India Author

DOI:

https://doi.org/10.55524/

Keywords:

Plastic Strips, Stabilizer, Stabilization

Abstract

 Because there are more used car tyres  produced each year, disposing of them has become a  significant environmental issue on a global scale. Utilizing  used tyres will reduce the effect on the environment and  increase resource preservation. The stabilisation of soils  using CRP (5%, 10%, 15%) is discussed in this article. The  conduct and effectiveness of the stabilised soil were  evaluated using the soil properties, compaction, California  bearing ratio (CBR), and direct shear test. When soil and  CRP are combined, it is seen that the maximum dry density  and ideal moisture content decline as the percentage of  crumb rubber in the soil increases. Bearing capacity and  tensile strength are barely affected by blending.  Nevertheless, the numbers stayed within reasonable bounds.

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References

Dr. P.G. Rakaraddi and Gatge Sandip Habirao, "Soil Stabilisation Using Shredded RubberTyre Chips", IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), Volume 11, Issue 1 Ver. V (Feb. 2014), PP 20–27.

"Soil Stabilisation Using Rubber Tyre," International Research Journal of Engine Technology (IRJET) e-ISSN: 2395-0056 Volume: 02, Dec-2015, by Umar Jan, Vinod K. Sonthwal, Ajay Kumar Duggal, Er. Rattan, and Mohd Irfan

The investigations on the geotechnical properties of problem clay stabilised with crumb rubber powder were carried out in 2012 by Purushotham G. Sarvade and Prashant R. Shet. December 2012 issue of the Bonfring International Journal of Industrial Engineering and Management Science.

"Stabilisation of soil using crumb rubber powder and cement," B. Sri Vasavi, Dr. D. S. V. Prasad, and A. C. S. V. Prasad.Innovative Research and Technology Journal, Volume 2, Issue 8, 2016

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Published

2022-09-30

How to Cite

Soil Stabilization Using Crumb Rubber Powder . (2022). International Journal of Innovative Research in Computer Science & Technology, 10(5), 163–165. https://doi.org/10.55524/