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STABILISATION OF BLACK COTTON SOIL BY FLY ASH AND EGG SHELL POWDER

SUNIL KUMAR BIRKUR

Subject area: Science,Engineering and Technology  ·  Area of research: ENGINEERING

Abstract

Optimum dosage of admixture was found to be 20%. Increment in specific gravity was found to 2.35 to 2.6 at this dosage. Increment in Cu was found to be from 5.71 to 7.77 & Cc was found to be 0.53 to 1.18 at this dosage. Decrement in liquid limit was found to be from 65% to 58% at this dosage. Decrement in plastic limit was found to be from 35% to 32% and plasticity index was found to be from 30% to 26%. Increment in maximum dry density was found to be from 1.583g/c.c to 1.63g/c.c at this dosage. Increment in shear strength was found to be from 0.149kg/cm2 to 0.165kg/cm2 at this dosage. Increment in CBR value was found to be from 2.53% to 2.82%. The maximum dry density, shear strength and CBR value increases upto 20% dosage of admixture and beyond this there is a reduction in maximum dry density, shear strength and CBR value. Liquid limit, plastic limit and plasticity index values decreases upto 20% dosage of admixture and beyond this there is a reduction in liquid limit, plastic limit and plasticity limit.

References

[1] Erdal Cokca (2001): “Use of class c fly ashes for the stabilization of an expansive soil”, journal of geotechnical and geoenvironmental vol. 127, july, pp.568- 573.

[2] 2. Amo.o.o (2005):”Effect of egg shell powder on the stabilizing potential of lime on an expansive clay soil”, research journal of agriculture and biological sciences, Volume 1(1), pp:80-84.

[3] 3. Okonkwo U.N: “Effect of egg shell on strength properties of cement stabilized lateritic soil”, journal of geotechnical vol.124, pp.546-554.

[4] 4. Phanikumar B.R and Radhey S Sharma (2004):”Effect of fly ash on engineering properties of expansive soil”, journal of geotechnical and geoenvironmental vol.130,july.pp764-767.

[5] 5. Owyelowe Kea C, Okafor F and Nwachukwe D.G: “Use of Quarry dust on soil stabilization”, journal of geotechnical and geo environment vol129,june. pp768- 777.

[6] 6. Charlie M.O, Nwaiwu J, Samson H, Mohalia Z & Joshua . K. Dwrkwa: “Effect of Quarry dust black soil mixture “, Jordian journal of civil engineering, 2012, volume 6(1).pp.338-346.

[7] 7. Nabil al Joulani: “Effect of Stone powder and Lime on the properties of fine soil”, Jordian journal of civil engineering, 2012, vol:6(1),pp:350-366.

[8] 8. Karthika Prasad, Prabhu P James, Nissy mathachan and Tess liya Justine: “Effect of curing on soil stabilized with egg shell”, IJSTE- International journal of science technology and engg. Vol 2 Issue 12, june 2016.

[9] 9. Muthu kumar and Tamilarasan:”Effect of Egg shell powder in the index and engineering properties of soil”, IJETT – volume 11, number 7 may 2014.

How to cite this paper

SUNIL KUMAR BIRKUR "STABILISATION OF BLACK COTTON SOIL BY FLY ASH AND EGG SHELL POWDER" Iconic Research And Engineering Journals Volume 3 Issue 3 2019 Page 8-12
SUNIL KUMAR BIRKUR "STABILISATION OF BLACK COTTON SOIL BY FLY ASH AND EGG SHELL POWDER" Iconic Research And Engineering Journals, vol. 3, no. 3, Sep. 2019
SUNIL KUMAR BIRKUR (2019). STABILISATION OF BLACK COTTON SOIL BY FLY ASH AND EGG SHELL POWDER. Iconic Research And Engineering Journals, 3(3).
SUNIL KUMAR BIRKUR "STABILISATION OF BLACK COTTON SOIL BY FLY ASH AND EGG SHELL POWDER" Iconic Research And Engineering Journals, vol. 3, no. 3, Sep. 2019.
@article{1701608,
      author = {SUNIL KUMAR BIRKUR},
      title = {STABILISATION OF BLACK COTTON SOIL BY FLY ASH AND EGG SHELL POWDER},
      journal = {Iconic Research And Engineering Journals},
      year = {2019},
      volume = {3},
      number = {3},
      pages = {8-12},
      issn = {2456-8880},
      url = {https://www.irejournals.com/formatedpaper/1701608.pdf},
      abstract = {Optimum dosage of admixture was found to be 20%. Increment in specific gravity was found to 2.35 to 2.6 at this dosage. Increment in Cu was found to be from 5.71 to 7.77 & Cc was found to be 0.53 to 1.18 at this dosage. Decrement in liquid limit was found to be from 65% to 58% at this dosage. Decrement in plastic limit was found to be from 35% to 32% and plasticity index was found to be from 30% to 26%. Increment in maximum dry density was found to be from 1.583g/c.c to 1.63g/c.c at this dosage.  Increment in shear strength was found to be from 0.149kg/cm2 to 0.165kg/cm2 at this dosage. Increment in CBR value was found to be from 2.53% to 2.82%. The maximum dry density, shear strength and CBR value increases upto 20% dosage of admixture and beyond this there is a reduction in maximum dry density, shear strength and CBR value.  Liquid limit, plastic limit and plasticity index values decreases upto 20% dosage of admixture and beyond this there is a reduction in liquid limit, plastic limit and plasticity limit.},
      month = {September},
  }