UGC Approved Journal no 63975(19)

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Published in:

Volume 6 Issue 5
May-2019
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIRCU06067


Registration ID:
217893

Page Number

337-342

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Title

An Experimental Study on Bearing Capacity and Settlement of Rectangular Footing over a Back Cotton Soil Blended With Sand and Layered Black Cotton Soil with Sand

Abstract

In this paper the behavior of black cotton soil results in the swelling and shrinking properties which causes many problems to the building which is constructed on them. It is necessary to improve the bearing capacity and settlement of the BC soil, BC soil is barrowed from the Hassan district. Sand is barrowed from the locally available material near the construction site is used to found out the bearing capacity of the layered BC soil and sand, suitable metal tank is taken which as the size of 40cm length ,28cm width, 40 cm height. For the variation of percentage sand which is mixed to the BC soil to find out the bearing capacity of the blended sand & BC soil, the high load carrying capacity of the soil is obtain for 30% sand + 70% of BC soil and also maximum dry density is obtained and further addition of sand the load carry capacity decreases, this is because the spaced sand particles occupies the place by the BC soil. Bearing capacity and the settlement of layered BC soil and sand is placed to tank at maximum dry density at specified height 5 cm BC soil at top and 35 cm of sand at bottom and s0 on, up to 40 cm BC soil and vice versa. The load carrying capacity is observe red for sand compared to the BC soil, as the height of the layered sand increases the bearing capacity also increases and 40 cm of BC soil as lower load bearing capacity

Key Words

Black Cotton Soil, Unconfined Compression Strength, Bearing Capacity.

Cite This Article

"An Experimental Study on Bearing Capacity and Settlement of Rectangular Footing over a Back Cotton Soil Blended With Sand and Layered Black Cotton Soil with Sand", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.337-342, May 2019, Available :http://www.jetir.org/papers/JETIRCU06067.pdf

ISSN


2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"An Experimental Study on Bearing Capacity and Settlement of Rectangular Footing over a Back Cotton Soil Blended With Sand and Layered Black Cotton Soil with Sand", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp337-342, May 2019, Available at : http://www.jetir.org/papers/JETIRCU06067.pdf

Publication Details

Published Paper ID: JETIRCU06067
Registration ID: 217893
Published In: Volume 6 | Issue 5 | Year May-2019
DOI (Digital Object Identifier):
Page No: 337-342
Country: Chennai, Tamil Nadu, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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