UGC Approved Journal no 63975(19)

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Published in:

Volume 5 Issue 11
November-2018
eISSN: 2349-5162

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

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Published Paper ID:
JETIRK006073


Registration ID:
188442

Page Number

508-514

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Title

Behaviour of strip footing on reinforced granular soil

Abstract

This paper represents the laboratory test results of behavior in term of settlement and bearing capacity on reinforced and unreinforced sandy soil bed with variation in first layer of reinforcement, number of reinforcement layers, relative density and width of reinforcement layer. The different results are compared here in form of graphs. Failure pattern of soil is also discussed here.

Key Words

bearing capacity, settlement, strip footing, laboratory test and model test.

Cite This Article

"Behaviour of strip footing on reinforced granular soil", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 11, page no.508-514, November-2018, Available :http://www.jetir.org/papers/JETIRK006073.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

"Behaviour of strip footing on reinforced granular soil", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 11, page no. pp508-514, November-2018, Available at : http://www.jetir.org/papers/JETIRK006073.pdf

Publication Details

Published Paper ID: JETIRK006073
Registration ID: 188442
Published In: Volume 5 | Issue 11 | Year November-2018
DOI (Digital Object Identifier):
Page No: 508-514
Country: Anand, Gujarat, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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