A Review on the Improvement of Shear Strength in Red Soil Using Pet Bottle Strips

Authors

  • Avinaash Mahinderker Department of Civil Engineering, Dayananda Sagar College of Engineering, Bengaluru, India
  • Aryan Department of Civil Engineering, Dayananda Sagar College of Engineering, Bengaluru, India
  • Ankit Patel Department of Civil Engineering, Dayananda Sagar College of Engineering, Bengaluru, India
  • Subham Kumar Department of Civil Engineering, Dayananda Sagar College of Engineering, Bengaluru, India
  • K. Gurunath Department of Civil Engineering, Dayananda Sagar College of Engineering, Bengaluru, India

Keywords:

Bearing limit, CBR test, PET bottle strips, Red soil, Shear strength

Abstract

Soil adjustment is any cycle which improves the actual properties of soil, for example, expanding shear strength, bearing limit, and so on which should be possible by utilization of the controlled compaction or expansion of appropriate admixtures like concrete, lime and waste materials like fly debris, phosphogypsum and so on Utilizing plastic containers as a dirt stabilizer is a practical use since there is a shortage of great quality soil for banks and asphalts. The examination was finished by leading a CBR test on soil strengthened with layers of plastic jugs into various rates for example, 0.5%, 0.7%, 0.9%, for various soils. The CBR test is directed for the red, loamy soil and dark cotton soil, adding the 0.7% of plastic stripes to red soil and 0.5% for the dark cotton soil, it is discovered that the strength of the dirt is expanded coming about the bearing proportion of 2.5 for red soil and 3.3 for the dark cotton soil. What's more, by adding 0.7 % of plastic strips to loamy soil the strength of the dirt is expanded coming about the bearing proportion of 2.9.

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Published

04-11-2020

Issue

Section

Articles

How to Cite

[1]
A. Mahinderker, Aryan, A. Patel, S. Kumar, and K. Gurunath, “A Review on the Improvement of Shear Strength in Red Soil Using Pet Bottle Strips”, IJRAMT, vol. 1, no. 3, pp. 11–12, Nov. 2020, Accessed: Sep. 08, 2024. [Online]. Available: https://journals.ijramt.com/index.php/ijramt/article/view/458