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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Format: | Final Year Project Report |
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Universiti Malaysia Sarawak, UNIMAS
2009
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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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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 [Final Year Project Report] (Unpublished) |
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GE Environmental Sciences TA Engineering (General). Civil engineering (General) Mohd Yusri, Bin Suratman Analysis of slope stability using finite element method |
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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/ |
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1814942096405037056 |
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13.214268 |