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Published in:

Volume 7 Issue 11
November-2020
eISSN: 2349-5162

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

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Published Paper ID:
JETIR2011406


Registration ID:
304116

Page Number

954-960

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Title

Stability Analysis of Embankment Slope Reinforced with Bi-Axial Geogrid

Abstract

Embankments and manmade excavations are frequently used engineering structures to facilitate construction of earth dams, roads, railways, river training works, mining excavations, landscape engineering and landfills. Retaining the man-made slope is always a problem in geotechnical engineering and solution to this problem keeps evolving with advancement in technology. The study of slope stability is considered to be very important, because this helps in avoiding damages to structures and saving in cost as well, also this supports the understanding of slope failure mechanism and exploring ground improvement techniques. Methods used for slope stabilization are flattening of the slopes, constructing of earth retaining structures and ground improvement methods like foundation grouting, inserting micro piles, reinforcement with geosynthetics products, mechanical and chemical stabilization. The present study discusses about the slope stability problem of switchyard area in one of the hydroelectric project. The issues faced during design of embankment for switchyard are (i) Embankment base is on weathered poor quality rock, (ii) heavy load from switchyard machinery and (iii) limited space. To address these issues, analysis with bi-axial geogrid as soil reinforcement is adopted to design the slope, by analyzing for all the expected loading conditions and meeting minimum factor of safety criteria. The results of comparative stability analysis carried out using slope stability SLIDE software, for six different loading conditions, without soil reinforcement and with soil reinforcement, are presented in this paper.

Key Words

Embankment, Slopes, Reinforcement, Geogrid

Cite This Article

"Stability Analysis of Embankment Slope Reinforced with Bi-Axial Geogrid", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 11, page no.954-960, November-2020, Available :http://www.jetir.org/papers/JETIR2011406.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

"Stability Analysis of Embankment Slope Reinforced with Bi-Axial Geogrid", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 11, page no. pp954-960, November-2020, Available at : http://www.jetir.org/papers/JETIR2011406.pdf

Publication Details

Published Paper ID: JETIR2011406
Registration ID: 304116
Published In: Volume 7 | Issue 11 | Year November-2020
DOI (Digital Object Identifier):
Page No: 954-960
Country: New Delhi, Delhi, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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