Soil Stabilization Using Crumb Rubber Powder
DOI:
https://doi.org/10.55524/Keywords:
Plastic Strips, Stabilizer, StabilizationAbstract
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.
Downloads
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