Analysis of slope stability using finite element method

Slope can be defined as an exposed ground surface that stands at an angle with the horizontal surface. There is several traditional limit equilibrium methods developed for checking safety factor of a slope. These methods, in general, require the soil mass to be divided into slices. The direction of...

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Main Author: Mohd Yusri, Bin Suratman
Format: Final Year Project Report
Language:English
English
Published: Universiti Malaysia Sarawak, UNIMAS 2009
Subjects:
Online Access:http://ir.unimas.my/id/eprint/5629/1/ANALYSIS%20OF%20SLOPE%20STABILITY%20USING%20FINITE%20ELEMENT%20METHOD%20%2824pgs%29.pdf
http://ir.unimas.my/id/eprint/5629/11/Mohd%20Yusri%20Bin%20Suratman.pdf
http://ir.unimas.my/id/eprint/5629/
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spelling my.unimas.ir-56292024-10-14T05:08:35Z http://ir.unimas.my/id/eprint/5629/ Analysis of slope stability using finite element method Mohd Yusri, Bin Suratman GE Environmental Sciences TA Engineering (General). Civil engineering (General) Slope can be defined as an exposed ground surface that stands at an angle with the horizontal surface. There is several traditional limit equilibrium methods developed for checking safety factor of a slope. These methods, in general, require the soil mass to be divided into slices. The direction of the forces acting on each slice in the slope are assumed. This assumption is a key role in distinguishing one limit equilibrium method from another. Universiti Malaysia Sarawak, UNIMAS 2009 Final Year Project Report NonPeerReviewed text en http://ir.unimas.my/id/eprint/5629/1/ANALYSIS%20OF%20SLOPE%20STABILITY%20USING%20FINITE%20ELEMENT%20METHOD%20%2824pgs%29.pdf text en http://ir.unimas.my/id/eprint/5629/11/Mohd%20Yusri%20Bin%20Suratman.pdf Mohd Yusri, Bin Suratman (2009) Analysis of slope stability using finite element method. [Final Year Project Report] (Unpublished)
institution Universiti Malaysia Sarawak
building Centre for Academic Information Services (CAIS)
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sarawak
content_source UNIMAS Institutional Repository
url_provider http://ir.unimas.my/
language English
English
topic GE Environmental Sciences
TA Engineering (General). Civil engineering (General)
spellingShingle GE Environmental Sciences
TA Engineering (General). Civil engineering (General)
Mohd Yusri, Bin Suratman
Analysis of slope stability using finite element method
description Slope can be defined as an exposed ground surface that stands at an angle with the horizontal surface. There is several traditional limit equilibrium methods developed for checking safety factor of a slope. These methods, in general, require the soil mass to be divided into slices. The direction of the forces acting on each slice in the slope are assumed. This assumption is a key role in distinguishing one limit equilibrium method from another.
format Final Year Project Report
author Mohd Yusri, Bin Suratman
author_facet Mohd Yusri, Bin Suratman
author_sort Mohd Yusri, Bin Suratman
title Analysis of slope stability using finite element method
title_short Analysis of slope stability using finite element method
title_full Analysis of slope stability using finite element method
title_fullStr Analysis of slope stability using finite element method
title_full_unstemmed Analysis of slope stability using finite element method
title_sort analysis of slope stability using finite element method
publisher Universiti Malaysia Sarawak, UNIMAS
publishDate 2009
url http://ir.unimas.my/id/eprint/5629/1/ANALYSIS%20OF%20SLOPE%20STABILITY%20USING%20FINITE%20ELEMENT%20METHOD%20%2824pgs%29.pdf
http://ir.unimas.my/id/eprint/5629/11/Mohd%20Yusri%20Bin%20Suratman.pdf
http://ir.unimas.my/id/eprint/5629/
_version_ 1814942096405037056
score 13.211869