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Effect of Reinforcement on Stability of Slopes using GEOSLOPE

Published on October 2012 by Poulami Ghosh, Arghadeep Biswas
journal_cover_thumbnail

International Conference on Benchmarks in Engineering Science and Technology 2012
Foundation of Computer Science USA
ICBEST - Number 3
October 2012
Authors: Poulami Ghosh, Arghadeep Biswas
dc6346df-5ded-4c78-885e-071f6f342833

Poulami Ghosh, Arghadeep Biswas . Effect of Reinforcement on Stability of Slopes using GEOSLOPE. International Conference on Benchmarks in Engineering Science and Technology 2012. ICBEST, 3 (October 2012), 29-32.

@article{
author = { Poulami Ghosh, Arghadeep Biswas },
title = { Effect of Reinforcement on Stability of Slopes using GEOSLOPE },
journal = { International Conference on Benchmarks in Engineering Science and Technology 2012 },
issue_date = { October 2012 },
volume = { ICBEST },
number = { 3 },
month = { October },
year = { 2012 },
issn = 0975-8887,
pages = { 29-32 },
numpages = 4,
url = { /proceedings/icbest/number3/8707-1041/ },
publisher = {Foundation of Computer Science (FCS), NY, USA},
address = {New York, USA}
}
%0 Proceeding Article
%1 International Conference on Benchmarks in Engineering Science and Technology 2012
%A Poulami Ghosh
%A Arghadeep Biswas
%T Effect of Reinforcement on Stability of Slopes using GEOSLOPE
%J International Conference on Benchmarks in Engineering Science and Technology 2012
%@ 0975-8887
%V ICBEST
%N 3
%P 29-32
%D 2012
%I International Journal of Computer Applications
Abstract

This paper deals with slope stability evolutions by limit equilibrium (LE) methods and compared with the results from GEOSLOPE software. The LE based methods are compared based on the factor of safety (FOS) obtained from various conditions with simplified slope geometry and assumed input parameters. The Bishop simplified Method (BSM) and Janbu simplified Method (JSM) is compared with Morgenstern?Price method (M?PM) and it is seen that the prediction of the most critical slip surface is influenced by the search technique. The comparative study among the LE methods showed that BSM is as good as M?PM for normal condition in circular shear surface (CSS) analysis whereas simplified Janbu (JSM) method gives the most conservative value of the FOS.

References
  1. Bishop, A. W. (1955). The use of slip circles in stability analysis of slopes. Geotechnique, 5(1), 7?17.
  2. GeoStudio (2004). Tutorial Manual, GEO-SLOPE International Ltd, www. geo-slope. com.
  3. Janbu, N. (1968). Slope Stability Computations. (Geoteknikk, NTH). Soil Mechanics and Foundation Engineering, Technical University of Norway.
  4. Krahn, J. (2004). Stability Modeling with SLOPE/W. An Engineering Methodology, Published by GeoSlope International.
  5. Morgenstern, N. R. and Price, V. E. (1965). The Analysis of the Stability of General Slip Surfaces. Geotechnique, 15(1), 77?93.
Index Terms

Computer Science
Information Sciences

Keywords

Effect Reinforcement