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Slope stability analysis by using multiple shear strength model

Rainfall-induced landslide is a condition where rain water infiltrates into slope causing additional load and loss of shear strength of soil mass and eventually triggers slope failure. It is difficult to determine by applying conventional slope stability method as the method normally ignores the rol...

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Main Author: Lim, Kim Ong
Format: Thesis
Language:English
Published: 2013
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Online Access:http://eprints.utm.my/id/eprint/33286/1/LimKimOngMFKA2013.pdf
http://eprints.utm.my/id/eprint/33286/
http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:80703?queryType=vitalDismax&query=Slope+stability+analysis+by+using+multiple+shear+strength+model&public=true
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spelling my.utm.332862021-05-10T05:06:25Z http://eprints.utm.my/id/eprint/33286/ Slope stability analysis by using multiple shear strength model Lim, Kim Ong Unspecified Rainfall-induced landslide is a condition where rain water infiltrates into slope causing additional load and loss of shear strength of soil mass and eventually triggers slope failure. It is difficult to determine by applying conventional slope stability method as the method normally ignores the role of matric suction in the unsaturated zone existed above groundwater level. Suction has a strong influence on shear strength behavior where most of the rainfall-induced slopes failure occurred within unsaturated zone. In this study, three different shear strength models, namely Terzaghi (1936), Fredlund & Rahardjo (1978) and Md. Noor & Anderson (2006) are used in slope stability analysis for a parametric study subjected to different rainfall infiltration depth. This parametric study was done to identify the trend of the each model. Factor of safety was calculated and further discussed. Md. Noor & Anderson shear strength model gives a more critical and reliable stability factor with water infiltration compared to Fredlund & Rahardjo model. Terzaghi model which neglected soil suction give a lowest factor of safety and deep type of failure. 2013 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/id/eprint/33286/1/LimKimOngMFKA2013.pdf Lim, Kim Ong (2013) Slope stability analysis by using multiple shear strength model. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering. http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:80703?queryType=vitalDismax&query=Slope+stability+analysis+by+using+multiple+shear+strength+model&public=true
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic Unspecified
spellingShingle Unspecified
Lim, Kim Ong
Slope stability analysis by using multiple shear strength model
description Rainfall-induced landslide is a condition where rain water infiltrates into slope causing additional load and loss of shear strength of soil mass and eventually triggers slope failure. It is difficult to determine by applying conventional slope stability method as the method normally ignores the role of matric suction in the unsaturated zone existed above groundwater level. Suction has a strong influence on shear strength behavior where most of the rainfall-induced slopes failure occurred within unsaturated zone. In this study, three different shear strength models, namely Terzaghi (1936), Fredlund & Rahardjo (1978) and Md. Noor & Anderson (2006) are used in slope stability analysis for a parametric study subjected to different rainfall infiltration depth. This parametric study was done to identify the trend of the each model. Factor of safety was calculated and further discussed. Md. Noor & Anderson shear strength model gives a more critical and reliable stability factor with water infiltration compared to Fredlund & Rahardjo model. Terzaghi model which neglected soil suction give a lowest factor of safety and deep type of failure.
format Thesis
author Lim, Kim Ong
author_facet Lim, Kim Ong
author_sort Lim, Kim Ong
title Slope stability analysis by using multiple shear strength model
title_short Slope stability analysis by using multiple shear strength model
title_full Slope stability analysis by using multiple shear strength model
title_fullStr Slope stability analysis by using multiple shear strength model
title_full_unstemmed Slope stability analysis by using multiple shear strength model
title_sort slope stability analysis by using multiple shear strength model
publishDate 2013
url http://eprints.utm.my/id/eprint/33286/1/LimKimOngMFKA2013.pdf
http://eprints.utm.my/id/eprint/33286/
http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:80703?queryType=vitalDismax&query=Slope+stability+analysis+by+using+multiple+shear+strength+model&public=true
_version_ 1701162969902088192
score 13.211869

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