Cover Image

Landslide simulation using limit equilibrium and finite element method

Link to publisher's homepage at http://www.scientific.net/

Saved in:
Bibliographic Details
Main Authors: Zuhayr, Md Ghazaly, Mustaqqim, Abdul Rahim, Kok Alfred, Chee Jee, Nur Fitriah, Isa, Liyana, Ahmad Sofri
Other Authors: mustaqqim@unimap.edu.my
Format: Article
Language:English
Published: Trans Tech Publications Ltd. 2016
Subjects:
Factor of safety
Finite element method
Limit equilibrium method
Slope stability
Online Access:http://dspace.unimap.edu.my:80/xmlui/handle/123456789/42207
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.unimap-42207
record_format dspace
spelling 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.
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider 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
score 13.214268

Similar Items