Physical Analysis Work for Slope Stability at Shah Alam, Selangor

Slope stability analysis is performed to assess the equilibrium conditions and the safe design of a human-made or natural slope to find the endangered areas. Investigation of potential failure and determination of the slope sensitivity with regard to safety, reliability and economics were parts of...

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Main Authors:	Mohd Fakhrurrazi, Ishak, M. S. I., Zaini
Format:	Conference or Workshop Item
Language:	English
Published:	IOP Publishing 2018
Subjects:	T Technology (General) TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/22086/ http://umpir.ump.edu.my/id/eprint/22086/ http://umpir.ump.edu.my/id/eprint/22086/1/Physical%20Analysis%20Work%20for%20Slope%20Stability%20at%20Shah%20Alam.pdf

id	ump-22086
recordtype	eprints
spelling	ump-220862018-09-14T07:19:02Z http://umpir.ump.edu.my/id/eprint/22086/ Physical Analysis Work for Slope Stability at Shah Alam, Selangor Mohd Fakhrurrazi, Ishak M. S. I., Zaini T Technology (General) TA Engineering (General). Civil engineering (General) Slope stability analysis is performed to assess the equilibrium conditions and the safe design of a human-made or natural slope to find the endangered areas. Investigation of potential failure and determination of the slope sensitivity with regard to safety, reliability and economics were parts of this study. Ground anchor is designed to support a structure in this study. Ground anchor were implemented at the Mechanically Stabilized Earth (MSE) wall along Anak Persiaran Jubli Perak to overcome the further cracking of pavement parking, concrete deck and building of the Apartments. A result from the laboratory testing of soil sample such as index test and shear strength test were applied to the Slope/W software with regard to the ground anchors that were implemented. The ground anchors were implemented to increase the value of the factor of safety (FOS) of the MSE Wall. The value of the factor of safety (FOS) before implementing the ground anchor was 0.800 and the ground anchor was implemented the value increase to 1.555. The increase percentage of factor of safety by implementing on stability of slope was 94.38%. IOP Publishing 2018 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/22086/1/Physical%20Analysis%20Work%20for%20Slope%20Stability%20at%20Shah%20Alam.pdf Mohd Fakhrurrazi, Ishak and M. S. I., Zaini (2018) Physical Analysis Work for Slope Stability at Shah Alam, Selangor. In: Journal of Physics: Conference Series, International Seminar on Mathematics and Physics in Sciences and Technology (ISMAP 2017), 28-29 October 2017 , Batu Pahat, Johor. pp. 1-9., 995 (012064). ISSN 1742-6596 https://doi.org/10.1088/1742-6596/995/1/012064
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	T Technology (General) TA Engineering (General). Civil engineering (General)
spellingShingle	T Technology (General) TA Engineering (General). Civil engineering (General) Mohd Fakhrurrazi, Ishak M. S. I., Zaini Physical Analysis Work for Slope Stability at Shah Alam, Selangor
description	Slope stability analysis is performed to assess the equilibrium conditions and the safe design of a human-made or natural slope to find the endangered areas. Investigation of potential failure and determination of the slope sensitivity with regard to safety, reliability and economics were parts of this study. Ground anchor is designed to support a structure in this study. Ground anchor were implemented at the Mechanically Stabilized Earth (MSE) wall along Anak Persiaran Jubli Perak to overcome the further cracking of pavement parking, concrete deck and building of the Apartments. A result from the laboratory testing of soil sample such as index test and shear strength test were applied to the Slope/W software with regard to the ground anchors that were implemented. The ground anchors were implemented to increase the value of the factor of safety (FOS) of the MSE Wall. The value of the factor of safety (FOS) before implementing the ground anchor was 0.800 and the ground anchor was implemented the value increase to 1.555. The increase percentage of factor of safety by implementing on stability of slope was 94.38%.
format	Conference or Workshop Item
author	Mohd Fakhrurrazi, Ishak M. S. I., Zaini
author_facet	Mohd Fakhrurrazi, Ishak M. S. I., Zaini
author_sort	Mohd Fakhrurrazi, Ishak
title	Physical Analysis Work for Slope Stability at Shah Alam, Selangor
title_short	Physical Analysis Work for Slope Stability at Shah Alam, Selangor
title_full	Physical Analysis Work for Slope Stability at Shah Alam, Selangor
title_fullStr	Physical Analysis Work for Slope Stability at Shah Alam, Selangor
title_full_unstemmed	Physical Analysis Work for Slope Stability at Shah Alam, Selangor
title_sort	physical analysis work for slope stability at shah alam, selangor
publisher	IOP Publishing
publishDate	2018
url	http://umpir.ump.edu.my/id/eprint/22086/ http://umpir.ump.edu.my/id/eprint/22086/ http://umpir.ump.edu.my/id/eprint/22086/1/Physical%20Analysis%20Work%20for%20Slope%20Stability%20at%20Shah%20Alam.pdf
first_indexed	2023-09-18T22:32:41Z
last_indexed	2023-09-18T22:32:41Z
_version_	1777416391318568960

Physical Analysis Work for Slope Stability at Shah Alam, Selangor

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