Penentuan kestabilan cerun disebabkan oleh penyusupan hujan

One of the main factor causing the slope instability is due to the overflow of rainfall which is normally occurred to the residual soils especially in Malaysia that experience the tropical rainfall events. This condition then result to the slope instability because of increasing of ground water leve...

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Main Author:	Abdul Latif, Marhana
Format:	Thesis
Language:	English
Published:	2006
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/3706/1/MarhanaAbdulLatifMFKA2006.pdf
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id	my-utm-ep.3706
record_format	uketd_dc
spelling	my-utm-ep.37062018-01-10T04:03:44Z Penentuan kestabilan cerun disebabkan oleh penyusupan hujan 2006-05 Abdul Latif, Marhana TA Engineering (General). Civil engineering (General) One of the main factor causing the slope instability is due to the overflow of rainfall which is normally occurred to the residual soils especially in Malaysia that experience the tropical rainfall events. This condition then result to the slope instability because of increasing of ground water level. With almost at the slope surface in Malaysia are steep, the slope area are more expose to the erosion and then result to the slope failure. These slope failures can be dangerous, disruptive to the development of infrastructures and quite costly to repair. The analysis is undertake using limit equilibrium method with computer simulation model using SLOPE/ W version 5.0 (GEO-SLOPE International Ltd.) based on seepage pattern which is obtained from transient analysis with pore water pressure distribution. The seepage pattern is the available analysis data taken from SEEP/W Version 5.0 (GEO-SLOPE International Ltd.) computer model. The expected result is the Factor of Safety value within two months data analysis. Then the lowest FOS can be determined base on the FOS obtained. This study will adopt a fundamental approaches towards understanding the characteristic of slope stability due to the rainfall. 2006-05 Thesis http://eprints.utm.my/id/eprint/3706/ http://eprints.utm.my/id/eprint/3706/1/MarhanaAbdulLatifMFKA2006.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Abdul Latif, Marhana Penentuan kestabilan cerun disebabkan oleh penyusupan hujan
description	One of the main factor causing the slope instability is due to the overflow of rainfall which is normally occurred to the residual soils especially in Malaysia that experience the tropical rainfall events. This condition then result to the slope instability because of increasing of ground water level. With almost at the slope surface in Malaysia are steep, the slope area are more expose to the erosion and then result to the slope failure. These slope failures can be dangerous, disruptive to the development of infrastructures and quite costly to repair. The analysis is undertake using limit equilibrium method with computer simulation model using SLOPE/ W version 5.0 (GEO-SLOPE International Ltd.) based on seepage pattern which is obtained from transient analysis with pore water pressure distribution. The seepage pattern is the available analysis data taken from SEEP/W Version 5.0 (GEO-SLOPE International Ltd.) computer model. The expected result is the Factor of Safety value within two months data analysis. Then the lowest FOS can be determined base on the FOS obtained. This study will adopt a fundamental approaches towards understanding the characteristic of slope stability due to the rainfall.
format	Thesis
qualification_level	Master's degree
author	Abdul Latif, Marhana
author_facet	Abdul Latif, Marhana
author_sort	Abdul Latif, Marhana
title	Penentuan kestabilan cerun disebabkan oleh penyusupan hujan
title_short	Penentuan kestabilan cerun disebabkan oleh penyusupan hujan
title_full	Penentuan kestabilan cerun disebabkan oleh penyusupan hujan
title_fullStr	Penentuan kestabilan cerun disebabkan oleh penyusupan hujan
title_full_unstemmed	Penentuan kestabilan cerun disebabkan oleh penyusupan hujan
title_sort	penentuan kestabilan cerun disebabkan oleh penyusupan hujan
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2006
url	http://eprints.utm.my/id/eprint/3706/1/MarhanaAbdulLatifMFKA2006.pdf
_version_	1747814465847427072

Penentuan kestabilan cerun disebabkan oleh penyusupan hujan

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