Use of natural Coal waste as soil reinforcement is gaining much attention by geotechnical engineers as it has inherent advantage with regard to its availability, cost and does not pose environmental hazard on the long run. Lignite when used as a soil reinforcement is found to increase peak compressive strength, shear strength, and ductility of the soil. In the present experimental study, un drained tri axial tests were conducted on black cotton soil BC Soil mixed with Lignite and the effect of treatment on peak deviator stress and shear parameters were studied. The results of the experimental investigation found that Lignite as reinforcement to BC soil causes significant increase in peak deviator stress. Increase in of lignite increases cohesion and angle of internal friction. Black cotton soil and Lignite ash has prepared by varying of different proportions with respect to dry the density. Paladagu Mohana sai | P. Hanuma "An Experimental Study on Stabilization of Clayey Soils by using Chrome Lignite" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-6 , October 2020, URL: https://www.ijtsrd.com/papers/ijtsrd33468.pdf Paper Url: https://www.ijtsrd.com/engineering/civil-engineering/33468/an-experimental-study-on-stabilization-of-clayey-soils-by-using-chrome-lignite/paladagu-mohana-sai
International Journal of Trend in Scientific Research and Development (IJTSRD)
Volume 4 Issue 6, September-October 2020 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470
@ IJTSRD | Unique Paper ID – IJTSRD33468 | Volume – 4 | Issue – 6 | September-October 2020
Page 635
An Experimental Study on Stabilization of
Clayey Soils by using Chrome Lignite
Paladagu Mohana sai1, P. Hanuma2
2Assistant Professor, 1,2Department of Civil Engineering,
1,2Sri Sunflower College of Engineering &Technology, Lankapalli, Andhra Pradesh, India
ABSTRACT
Use of natural Coal waste as soil reinforcement is gaining much attention by
geotechnical engineers as it has inherent advantage with regard to its
availability, cost and does not pose environmental hazard on the long run.
Lignite when used as a soil reinforcement is found to increase peak
compressive strength, shear strength, and ductility of the soil. In the present
experimental study, un drained tri axial tests were conducted on black cotton
soil (BC Soil) mixed with Lignite and the effect of treatment on peak deviator
stress and shear parameters were studied. The results of the experimental
investigation found that Lignite as reinforcement to BC soil causes significant
increase in peak deviator stress. Increase in %of lignite increases cohesion and
angle of internal friction. Black cotton soil and Lignite ash has prepared by
varying of different proportions with respect to dry the density.
How to cite this paper: Paladagu Mohana
sai | P. Hanuma "An Experimental Study
on Stabilization of Clayey Soils by using
Chrome
Lignite"
Published
in
International Journal
of Trend in Scientific
Research
and
Development (ijtsrd),
ISSN:
2456-6470,
Volume-4 | Issue-6,
October
2020,
pp.635-638,
URL:
www.ijtsrd.com/papers/ijtsrd33468.pdf
Copyright © 2020 by author(s) and
International Journal of Trend in Scientific
Research and Development Journal. This
is an Open Access article distrib