This paper is published in Volume-4, Issue-3, 2018
Area
Soil Stabilisation
Author
Anil Chhangani, Vijay Kumar Meshram, Nirbhay Dangi
Org/Univ
Laxmi Narain College of Technology, Bhopal, Madhya Pradesh, India
Keywords
California Bearing Ratio, Optimum Moisture Content, Maximum Dry Density, Calcium Chloride.
Citations
IEEE
Anil Chhangani, Vijay Kumar Meshram, Nirbhay Dangi. Use of calcium chloride for soil stabilization and dust suppression of unpaved roads, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.
APA
Anil Chhangani, Vijay Kumar Meshram, Nirbhay Dangi (2018). Use of calcium chloride for soil stabilization and dust suppression of unpaved roads. International Journal of Advance Research, Ideas and Innovations in Technology, 4(3) www.IJARIIT.com.
MLA
Anil Chhangani, Vijay Kumar Meshram, Nirbhay Dangi. "Use of calcium chloride for soil stabilization and dust suppression of unpaved roads." International Journal of Advance Research, Ideas and Innovations in Technology 4.3 (2018). www.IJARIIT.com.
Anil Chhangani, Vijay Kumar Meshram, Nirbhay Dangi. Use of calcium chloride for soil stabilization and dust suppression of unpaved roads, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.
APA
Anil Chhangani, Vijay Kumar Meshram, Nirbhay Dangi (2018). Use of calcium chloride for soil stabilization and dust suppression of unpaved roads. International Journal of Advance Research, Ideas and Innovations in Technology, 4(3) www.IJARIIT.com.
MLA
Anil Chhangani, Vijay Kumar Meshram, Nirbhay Dangi. "Use of calcium chloride for soil stabilization and dust suppression of unpaved roads." International Journal of Advance Research, Ideas and Innovations in Technology 4.3 (2018). www.IJARIIT.com.
Abstract
In this study, Index properties of the soil sample, taken from campus, were determined to comment on the nature of the soil, and then its strength is determined in terms of CBR value. The strength of this soil sample was compared with that of soil samples prepared with adding 2% and 4% of CaCl2 in the form of the flake. From the results of the study, samples of soil with 0 to 4% calcium chloride have reached optimum strength. Findings showed that soil containing Calcium chloride 0 to 4% showed the highest amount of strength of soil.
