Landslide simulation using limit equilibrium and finite element method
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Trans Tech Publications Ltd.
2016
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my.unimap-422072016-06-25T07:55:09Z Landslide simulation using limit equilibrium and finite element method Zuhayr, Md Ghazaly Mustaqqim, Abdul Rahim Kok Alfred, Chee Jee Nur Fitriah, Isa Liyana, Ahmad Sofri mustaqqim@unimap.edu.my Factor of safety Finite element method Limit equilibrium method Slope stability Link to publisher's homepage at http://www.scientific.net/ Slope stability analysis is one of the ancient tasks in the geotechnical engineering. There are two major methods; limit equilibrium method (LEM) and finite element method (FEM) that were used to analyze the factor of safety (FOS) to determine the stability of slope. The factor of safety will affect the remediation method to be underdesign or overdesign if the analysis method was not well chosen. This can lead to safety and costing problems which are the main concern. Furthermore, there were no statement that issued one of the analysis methods was more preferred than another. To achieve the objective of this research, the soil sample collected from landslide at Wang Kelian were tested to obtain the parameters of the soils. Then, those results were inserted into Plaxis and Slope/W software for modeling to obtain the factor of safety based on different cases such as geometry and homogenous of slope. The FOS obtained by FEM was generally lower compared to LEM but LEM can provide an obvious critical slip surface. This can be explained by their principles. Overall, the analysis method chosen must be based on the purpose of the analysis. 2016-06-25T07:55:09Z 2016-06-25T07:55:09Z 2016 Article Materials Science Forum, vol.857, 2016, pages 555-559 0255-5476 http://dspace.unimap.edu.my:80/xmlui/handle/123456789/42207 10.4028/www.scientific.net/MSF.857.555 en Trans Tech Publications Ltd. |
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Universiti Malaysia Perlis |
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Asia |
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Malaysia |
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Universiti Malaysia Perlis |
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UniMAP Library Digital Repository |
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http://dspace.unimap.edu.my/ |
| language |
English |
| topic |
Factor of safety Finite element method Limit equilibrium method Slope stability |
| spellingShingle |
Factor of safety Finite element method Limit equilibrium method Slope stability Zuhayr, Md Ghazaly Mustaqqim, Abdul Rahim Kok Alfred, Chee Jee Nur Fitriah, Isa Liyana, Ahmad Sofri Landslide simulation using limit equilibrium and finite element method |
| description |
Link to publisher's homepage at http://www.scientific.net/ |
| author2 |
mustaqqim@unimap.edu.my |
| author_facet |
mustaqqim@unimap.edu.my Zuhayr, Md Ghazaly Mustaqqim, Abdul Rahim Kok Alfred, Chee Jee Nur Fitriah, Isa Liyana, Ahmad Sofri |
| format |
Article |
| author |
Zuhayr, Md Ghazaly Mustaqqim, Abdul Rahim Kok Alfred, Chee Jee Nur Fitriah, Isa Liyana, Ahmad Sofri |
| author_sort |
Zuhayr, Md Ghazaly |
| title |
Landslide simulation using limit equilibrium and finite element method |
| title_short |
Landslide simulation using limit equilibrium and finite element method |
| title_full |
Landslide simulation using limit equilibrium and finite element method |
| title_fullStr |
Landslide simulation using limit equilibrium and finite element method |
| title_full_unstemmed |
Landslide simulation using limit equilibrium and finite element method |
| title_sort |
landslide simulation using limit equilibrium and finite element method |
| publisher |
Trans Tech Publications Ltd. |
| publishDate |
2016 |
| url |
http://dspace.unimap.edu.my:80/xmlui/handle/123456789/42207 |
| _version_ |
1643799676577644544 |