Analysis of ground anchor for slope stabilization

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Main Author: Sarihah, Md Jaafar
Other Authors: Mohd Faiz Mohamad Zaki
Format: Learning Object
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2015
Subjects:
Online Access:http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40386
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Institution: Universiti Malaysia Perlis
Language: English
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spelling my.unimap-403862015-07-29T03:26:10Z Analysis of ground anchor for slope stabilization Sarihah, Md Jaafar Mohd Faiz Mohamad Zaki Ground anchor Slope -- Analysis Slope stability Slope management Access is limited to UniMAP community. Improper slope analysis design might cause slope failure which has been acknowledge as one of the most frequent disaster that can lead to great loss of properties and life. There are many types of slope stabilization that can be applied to overcome the disaster occur to determine the best method of solution. The factor that must be taking care in selecting the right method is by considering the effect of the method towards the stability of the lope and the cost of applying the best method must give a great value of factor of safety (FOS) which indicates the stability of the slope with low cost. This issue needs to be solved in order to ensure the public safety that will involves government together with geotechnical engineer and contractors. The design of the slope stability should be improved with the latest technology plus the used of correct analysis by the geotechnical engineer. Slope failure such as physical condition, geological condition, and ground water condition may lead to loss of ground anchor integrity, gradual failure and in worst case even sudden shear failure of the structure in which could endanger line and properties of the public. The research is aim to analyze using SLOPE/W Software. This study has several objectives to be achieved based on analysis ground anchor for slope stabilization. The two main objectives of this study are to determine the value of FOS for slope before and after applied the ground anchor. Besides that, to analyze and compare the value of FOS based on the inclination of the anchor for method of slices. 2015-07-29T03:26:09Z 2015-07-29T03:26:09Z 2013-06 Learning Object http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40386 en Universiti Malaysia Perlis (UniMAP) School of Environmental Engineering
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 Ground anchor
Slope -- Analysis
Slope stability
Slope management
spellingShingle Ground anchor
Slope -- Analysis
Slope stability
Slope management
Sarihah, Md Jaafar
Analysis of ground anchor for slope stabilization
description Access is limited to UniMAP community.
author2 Mohd Faiz Mohamad Zaki
author_facet Mohd Faiz Mohamad Zaki
Sarihah, Md Jaafar
format Learning Object
author Sarihah, Md Jaafar
author_sort Sarihah, Md Jaafar
title Analysis of ground anchor for slope stabilization
title_short Analysis of ground anchor for slope stabilization
title_full Analysis of ground anchor for slope stabilization
title_fullStr Analysis of ground anchor for slope stabilization
title_full_unstemmed Analysis of ground anchor for slope stabilization
title_sort analysis of ground anchor for slope stabilization
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2015
url http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40386
_version_ 1643799356000698368