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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM19903

SOIL STABILIZATION OF BLACK COTTON SOIL BY USING FLYASH AND COCONUT FIBER

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM19903

Volume:

7 |

5 |

May 2023

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
Not assigned

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

P

PRATHYUSHA

R

ROHINI

MS

MEGHA SYAM

P

PRANATHI

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Abstract

The soil is very important in the civil engineering constructions. The poor engineering properties of the local soil may cause difficulties in a construction. The black cotton soil is an expansive soil, which can be seen in various locations of India, and also extensively distributed mostly in South India. The black cotton soils are the major source of great damage to infrastructure, buildings and roads also. The black cotton soil changes according to the seasonal variations of the climate in that area. When it is rainy season, the soil absorbs the water and swell, and when it comes to summer season the soil will be affected to shrinkage. Due to these changes the super structures like buildings and pavements, foundations got severely damaged. The fly ash is a by-product of the coal and is obtained from thermal power stations. Soil stabilization of black cotton soil by using fly ash and coconut fiber. In this project we are stabilizing the black and the usage of coconut fiber is very high and the displacing of these materials is the major problem due to its non disposable characteristics.

KEYWORDS

Shrinkages Disposable Pavements lasers Stabilizations.

Cite This Article

PRATHYUSHA, ROHINI, MEGHA SYAM, PRANATHI, "SOIL STABILIZATION OF BLACK COTTON SOIL BY USING FLYASH AND COCONUT FIBER," International Journal of Scientific Research in Engineering and Management, vol. 7, no. 5, May 2023.

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Publication Date

4/4/2023

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Double-Blind Peer Review

Review Rounds: 2

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5

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The authors declare no conflict of interest related to this research work.

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