Evaluation of the stability of a highway slope through numerical modeling

Mass movement in natural slopes can cause great material and human loss for society. In this context, stability analyses become quite complex since there are a large number of uncertainties involved in the interpretation of the problem. This paper presents an analysis of the stability of a highway s...

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Main Authors: Gabriel Steluti Marques, Juliana Azoia Lukiantchuki
Format: Article
Language:English
Published: Universidad Nacional de Colombia 2017-01-01
Series:Dyna
Subjects:
Online Access:https://revistas.unal.edu.co/index.php/dyna/article/view/53850
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author Gabriel Steluti Marques
Juliana Azoia Lukiantchuki
author_facet Gabriel Steluti Marques
Juliana Azoia Lukiantchuki
author_sort Gabriel Steluti Marques
collection DOAJ
description Mass movement in natural slopes can cause great material and human loss for society. In this context, stability analyses become quite complex since there are a large number of uncertainties involved in the interpretation of the problem. This paper presents an analysis of the stability of a highway slope, located near the city of Guarulhos, in São Paulo, Brazil. The shear strength parameters of the soil and the stratigraphic profile were defined based on the results of Standard Penetration Tests (SPT). The initial factor of safety was below the minimum value recommended by the Brazilian technical standards, but did not indicate imminent failure. However, additional analyses which incorporated the influence of critical periods of rain and probabilistic analysis indicated that the stability of the section was unsatisfactory. Therefore, numerical modeling is shown to be a complex and effective tool for implementation of conventional analyses of slope stability.
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spelling doaj.art-746f21c479364d69b260c58313190c982022-12-22T03:24:46ZengUniversidad Nacional de ColombiaDyna0012-73532346-21832017-01-018420012112810.15446/dyna.v84n200.5385044847Evaluation of the stability of a highway slope through numerical modelingGabriel Steluti Marques0Juliana Azoia Lukiantchuki1State University of MaringaState University of MaringaMass movement in natural slopes can cause great material and human loss for society. In this context, stability analyses become quite complex since there are a large number of uncertainties involved in the interpretation of the problem. This paper presents an analysis of the stability of a highway slope, located near the city of Guarulhos, in São Paulo, Brazil. The shear strength parameters of the soil and the stratigraphic profile were defined based on the results of Standard Penetration Tests (SPT). The initial factor of safety was below the minimum value recommended by the Brazilian technical standards, but did not indicate imminent failure. However, additional analyses which incorporated the influence of critical periods of rain and probabilistic analysis indicated that the stability of the section was unsatisfactory. Therefore, numerical modeling is shown to be a complex and effective tool for implementation of conventional analyses of slope stability.https://revistas.unal.edu.co/index.php/dyna/article/view/53850slope stabilitynumerical modelingprobabilistic analysis
spellingShingle Gabriel Steluti Marques
Juliana Azoia Lukiantchuki
Evaluation of the stability of a highway slope through numerical modeling
Dyna
slope stability
numerical modeling
probabilistic analysis
title Evaluation of the stability of a highway slope through numerical modeling
title_full Evaluation of the stability of a highway slope through numerical modeling
title_fullStr Evaluation of the stability of a highway slope through numerical modeling
title_full_unstemmed Evaluation of the stability of a highway slope through numerical modeling
title_short Evaluation of the stability of a highway slope through numerical modeling
title_sort evaluation of the stability of a highway slope through numerical modeling
topic slope stability
numerical modeling
probabilistic analysis
url https://revistas.unal.edu.co/index.php/dyna/article/view/53850
work_keys_str_mv AT gabrielstelutimarques evaluationofthestabilityofahighwayslopethroughnumericalmodeling
AT julianaazoialukiantchuki evaluationofthestabilityofahighwayslopethroughnumericalmodeling