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Published in:

Volume 7 Issue 5
May-2020
eISSN: 2349-5162

Unique Identifier

JETIR2005135

Page Number

948-951

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Title

Review Paper on study of Cohesive Non-Swelling soil

ISSN

2349-5162

Cite This Article

"Review Paper on study of Cohesive Non-Swelling soil", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 5, page no.948-951, May-2020, Available :http://www.jetir.org/papers/JETIR2005135.pdf

Abstract

Abstract : as we known the large part of india is get covered by black cotton soils. The black cotton soil is expansive soil type and as the civil engineer, the structure mode on this type of soil get damaged due to strains caused in them by aiternate shrinkage and swelling. The black cotton soil contain the expansive clays. Due to if the water content increases then soil get swelling and vice versa. These type of soil have high shrinkage and swelling characteristics but the shear strength is very low. Therefore if we want to construct structure on such soil then we should have to improve the properties of soil.

Key Words

Key words - CNS, shrinkage, cohesion, shear strength, liquid limit (LL), Plasicity index(PI)

Cite This Article

"Review Paper on study of Cohesive Non-Swelling soil", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 5, page no. pp948-951, May-2020, Available at : http://www.jetir.org/papers/JETIR2005135.pdf

Publication Details

Published Paper ID: JETIR2005135
Registration ID: 231623
Published In: Volume 7 | Issue 5 | Year May-2020
DOI (Digital Object Identifier):
Page No: 948-951
ISSN Number: 2349-5162

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Cite This Article

"Review Paper on study of Cohesive Non-Swelling soil", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 5, page no. pp948-951, May-2020, Available at : http://www.jetir.org/papers/JETIR2005135.pdf




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